Agenda packet — City Council and Concurrent Authorities, April 15, 2025 (part 4 of 7)

# Intersection Peak Hour1 Control
Existing Conditions Background Conditions Change
in
Delay Delay 4
2 LOS3 Delay2 LOS3
21 Main Street/Burkett
Avenue
AM Two-Way
Stop

17.4 C 17.8 C 0.4
PM 19.5 C 20.2 C 0.7
22 Main Street/Shasta
Avenue
AM Two-Way
Stop

16.6 C 16.9 C 0.3
PM 17.7 C 18.3 C 0.6
23 Main Street/David
Avenue
AM Two-Way
Stop

17.1 C 17.6 C 0.5
PM 27.7 D 29.2 D 1.5
24 Main Street/Rendon
Avenue
AM Two-Way
Stop

19.1 C 19.7 C 0.6
PM 25.2 D 26.6 D 1.4
25 Main Street/Golden
Gate Avenue
AM
Signal

9.0 A 10.2 B 1.2
PM 10.8 B 13.4 B 2.6
26 Main Street/Windsor
Avenue
AM Two-Way
Stop

14.5 B 15.5 C 1.0
PM 15.9 C 18.1 C 2.2
27 Main Street/Netherton
Avenue
AM
Signal

13.6 B 12.0 B -1.6
PM 16.3 B 14.1 B -2.2
28 Main Street/Broadway
Avenue
AM Two-Way
Stop

20.1 C 24.0 C 3.9
PM 16.0 C 18.1 C 2.1
29 Market Street/Center
Street
AM
Signal

10.5 B 10.6 B 0.1
PM 12.9 B 13.0 B 0.1
30 Market Street/El
Dorado Street
AM
Signal

10.8 B 11.0 B 0.2
PM 10.8 B 10.6 B -0.2
31 Market Street/Hunter
Street
AM All-Way
Stop

8.9 A 9.0 A 0.1
PM 7.8 A 7.9 A 0.1
32 Market Street/San
Joaquin Street
AM
Signal

10.9 B 11.0 B 0.1
PM 9.2 A 9.6 A 0.4
33 Market Street/Sutter
Street
AM
Signal

15.3 B 15.8 B 0.5
PM 12.6 B 13.5 B 0.9
34 Market
Street/California Street
AM
Signal

6.7 A 6.8 A 0.1
PM 7.1 A 7.7 A 0.6
35 Market
Street/American Street
AM
Signal

10.6 B 10.3 B -0.3
PM 6.3 A 5.8 A -0.5
36 Market
Street/Stanislaus Street
AM
Signal

11.8 B 11.7 B -0.1
PM 8.4 A 8.3 A -0.1
37 Market Street/Grant
Street
AM Two-Way
Stop

11.4 B 11.5 B 0.1
PM 10.0 B 10.2 B 0.2
38 Market Street/Aurora
Street
AM Two-Way
Stop

10.9 B 11.0 B 0.1
PM 11.2 B 11.4 B 0.2
39 Market Street/Union
Street
AM Two-Way
Stop

10.3 B 10.4 B 0.1
PM 11.2 B 11.5 B 0.3
40 Market Street/Pilgrim
Street
AM Two-Way
Stop

9.7 A 9.7 A 0.0
PM 9.9 A 10.0 B 0.1
41 Market Street/Airport
Way
AM
Signal

4.7 A 4.9 A 0.2
PM 5.9 A 6.4 A 0.5
42 AM 10.1 B 10.1 B 0.0

ATTACHMENT B
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# Intersection Peak Hour1 Control
Existing Conditions Background Conditions Change
in
Delay Delay 4
2 LOS3 Delay2 LOS3
Market Street/Sierra
Nevada Street PM Two-Way Stop 11.5 B 11.7 B 0.2
43 Market Street/Wilson
Way
AM
Signal

11.8 B 12.0 B 0.2
PM 16.8 B 17.2 B 0.4
44 Market Street/Eugenia
Street
AM Two-Way
Stop

9.5 A 9.6 A 0.1
PM 10.7 B 10.8 B 0.1
45 Market Street/Della
Street
AM Two-Way
Stop

12.8 B 12.9 B 0.1
PM 17.0 C 17.5 C 0.5
Notes:

1. AM – morning peak hour, PM – afternoon peak hour

2. Delay – Whole intersection weighted average control delay expressed in seconds per vehicle for signalized and all-way stop controlled intersections. Total control delay for the worst movement is presented for side-street stop – controlled intersections.

3. LOS – Level of Service.

4. Change in delay between existing conditions and background conditions 95TH PERCENTILE QUEUE ANALYSIS
TJKM conducted a vehicle queuing and turn lane storage analysis for study signalized intersections existing conditions. The 95th percentile queues were analyzed using the HCM Queue methodology contained in Synchro 12 software. Table 13 presents the existing queues (in feet) at the study signalized intersections. Appendix C contains the queue output worksheets for existing conditions.

Under existing conditions, the southbound left-turn movement at Main Street/Filbert Street & Market Street/Wilson Way experiences queue lengths that exceed storage lengths for the a.m. and p.m. peak hours.

Table 13: 95th Percentile Queueing Analysis – Background Conditions # Intersection Lane
Group
Storage
Length
Existing Conditions Background
Conditions Change in Queue

AM PM AM PM AM PM
1 Main Street/Hunter
Street

EBR - - - - - - -

WBLT - - - - - - -
2 Main Street/San
Joaquin Street
WBT - 34 37 43 45 9 8
NBT - 42 21 42 21 0 0
SBT - 60 40 61 41 1 1
3 Main Street/Sutter
Street
WBT - 16 27 27 34 11 7
NBT - 36 55 36 56 0 1
SBT - 41 38 41 38 0 0
4 Main Street/California
Street
WBT - 47 47 53 54 6 7
NBT - 85 75 85 75 0 0
SBT - 70 81 70 81 0 0
5 Main Street/American
Street
WBT - 72 49 80 54 8 5
NBT - 11 11 11 12 0 1
SBT - 24 14 24 14 0 0

ATTACHMENT B
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# Intersection Lane
Group
Storage
Length
Existing Conditions Background
Conditions Change in Queue

AM PM AM PM AM PM
SBR - 18 17 18 17 0 0
6 Main
Street/Stanislaus
Street
WBT - 36 37 41 40 5 3
NBT - 73 40 73 39 0 -1
SBT - 42 59 42 59 0 0
7 Main Street/Grant
Street
NBLT - 10 5 10 5 0 0
SBTR - 5 10 5 8 0 -2
8 Main Street/Aurora
Street
NBLT - 25 15 25 15 0 0
SBTR - 5 5 5 5 0 0
9 Main Street/Union
Street
NBLT - 15 15 13 13 -2 -2
SBTR - 10 10 10 8 0 -2
WBLTR - 10 5 10 8 0 -2
10 Main Street/Pilgrim
Street
NBLT - 5 5 3 3 -2 -2
SBTR - 5 5 3 3 -2 -2
WBLTR - 0 0 0 0 0 0
11 Main Street/Airport
Way
NBLT - 11 10 40 40 29 30
SBTR - 115 130 11 10 -104 -120
WBLTR - 54 51 115 130 61 79
12 Main Street/Sierra
Nevada Street
NBLT - 5 10 5 8 0 -2
SBTR - 5 10 5 10 0 0
WBLTR - 0 5 0 3 0 -2
13 Main Street/Wilson
Way
WBT - 91 84 98 90 7 6
WBR 215 53 72 53 72 0 0
NBL 70 36 23 36 23 0 0
NBT - 215 286 215 287 0 1
SBTR - 112 176 112 176 0 0
14 Main Street/Market
Street
WBTR - 26 21 27 22 1 1
NBT - 0 0 0 0 0 0
SBT - 0 0 0 0 0 0
15 Main Street/B Street
NBLTR - 10 15 8 13 -2 -2
SBLTR - 0 5 0 3 0 -2
EBL - 0 0 0 0 0 0
WBL - 0 0 0 0 0 0
16 Main Street/Lafayette
Street
NBLTR - 5 10 8 8 3 -2
SBLTR - 5 5 5 3 0 -2
EBL - 5 5 3 3 -2 -2
WBL - 0 5 0 3 0 -2
17 Main Street/D Street
EBLT - 20 32 20 33 0 1
WBTR - 29 26 31 27 2 1
SBLR - 9 10 9 10 0 0
18 NBLTR - 0 5 0 5 0 0

ATTACHMENT B
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# Intersection Lane
Group
Storage
Length
Existing Conditions Background
Conditions Change in Queue

AM PM AM PM AM PM
Main Street/Marsh
Street-E Street
SBLTR - 10 25 13 23 3 -2
EBL - 5 0 3 0 -2 0
WBL - 0 5 0 3 0 -2
19 Main Street/Alma
Street
NBLTR - 5 5 3 3 -2 -2
SBLTR - 5 5 3 5 -2 0
EBL - 0 0 0 0 0 0
WBL - 0 5 0 3 0 -2
20 Main Street/Filbert
Street
EBT - 95 161 98 172 3 11
WBT - 159 138 176 148 17 10
NBT - 61 84 63 86 2 2
SBL 50 193 289 197 300 4 11
SBT - 46 47 46 49 0 2
21 Main Street/Burkett
Avenue
NBLTR - 5 10 5 10 0 0
SBLTR - 5 5 5 3 0 -2
EBL - 5 5 3 3 -2 -2
WBL - 0 0 0 0 0 0
22 Main Street/Shasta
Avenue
NBLTR - 5 5 5 5 0 0
SBLTR - 0 5 0 3 0 -2
EBL - 0 0 0 0 0 0
WBL - 0 0 0 0 0 0
23 Main Street/David
Avenue
NBLTR - 5 10 5 8 0 -2
SBLTR - 5 5 3 3 -2 -2
EBL - 0 0 0 0 0 0
WBL - 0 0 0 0 0 0
24 Main Street/Rendon
Avenue
NBLTR - 5 15 5 15 0 0
SBLTR - 10 5 8 8 -2 3
EBL - 0 0 0 0 0 0
WBL - 0 5 0 3 0 -2
25 Main Street/Golden
Gate Avenue
EBL 95 9 18 10 20 1 2
EBT - 117 185 129 207 12 22
WBL 95 35 33 82 72 47 39
WBT - 137 110 141 112 4 2
NBT - 65 122 80 174 15 52
SBT - 33 39 37 45 4 6
26 Main Street/Windsor
Avenue
NBLTR - 5 5 3 5 -2 0
SBLTR - 5 5 5 3 0 -2
EBL - 0 0 0 0 0 0
WBL - 0 0 0 0 0 0
27 EBL 90 10 19 10 18 0 -1
EBT - 100 130 107 153 7 23

ATTACHMENT B
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# Intersection Lane
Group
Storage
Length
Existing Conditions Background
Conditions Change in Queue

AM PM AM PM AM PM
Main
Street/Netherton
Avenue
WBL 90 36 40 38 40 2 0
WBT - 132 103 156 117 24 14
NBT - 28 33 30 33 2 0
SBT - 39 35 41 35 2 0
28 Main Street/Broadway
Avenue
NBLTR - 5 5 5 8 0 2.5
SBLTR - 30 10 33 8 3 -2
EBL - 10 5 10 3 0 -2.5
WBL - 0 0 0 0 0 0
29 Market Street/Center
Street
EBT - 32 38 34 46 2 8
SBT - 169 281 169 281 0 0
30 Market Street/El
Dorado Street
EBT - 82 33 84 33 2 0
NBT - 163 142 163 142 0 0
31 Market Street/Hunter
Street
EBT - 20 10 20 10 0 0
NBR - 5 5 5 3 0 -2
SBL - 15 5 13 5 -2 0
SBT - 15 5 15 5 0 0
32 Market Street/San
Joaquin Street
EBT - 54 35 56 41 2 6
NBT - 35 28 35 28 0 0
SBT - 8 7 8 7 0 0
33 Market Street/Sutter
Street
EBT - 42 35 46 46 4 11
NBT - 55 59 55 59 0 0
NBR - 6 13 6 13 0 0
SBT - 5 20 5 20 0 0
34 Market
Street/California
Street
EBT - 13 28 14 28 1 0
NBT - 43 33 43 33 0 0
SBT - 1 0 1 0 0 0
35 Market
Street/American
Street
EBT - 27 21 27 21 0 0
SBT - 55 28 56 28 1 0
36 Market
Street/Stanislaus
Street
EBT - 30 1 30 1 0 0
NBT - 106 55 106 55 0 0
SBT - 18 32 18 32 0 0
37 Market Street/Grant
Street
NBTR - 5 0 3 0 -2 0
SBLT - 5 5 3 5 -2 0
EBL - 5 5 3 3 -2 -2
38 Market Street/Aurora
Street
NBTR - 20 20 18 20 -2 0
SBLT - 5 10 5 8 0 -2
EBL - 0 5 0 3 0 -2
39 Market Street/Union
Street
NBTR - 15 15 13 15 -2 0
SBLT - 10 15 8 15 -2 0
EBL - 0 0 0 - 0 -

ATTACHMENT B
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# Intersection Lane
Group
Storage
Length
Existing Conditions Background
Conditions Change in Queue

AM PM AM PM AM PM
40 Market Street/Pilgrim
Street
NBTR - 5 5 3 3 -2 -2
SBLT - 5 5 3 3 -2 -2
EBL - 0 0 0 - 0 -
41 Market Street/Airport
Way
EBT - 50 72 53 82 3 10
NBT - 158 167 158 167 0 0
SBT - 56 67 56 66 0 -1
42 Market Street/Sierra
Nevada Street
NBTR - 5 5 3 5 -2 0
SBLT - 5 15 3 15 -2 0
EBL - 0 0 0 0 0 0
43 Market Street/Wilson
Way
EBT - 61 97 61 111 0 14
NBT - 211 286 211 286 0 0
SBL 90 126 220 126 220 0 0
SBT - 135 191 135 191 0 0
44 Market
Street/Eugenia Street
NBR - 5 5 5 5 0 0
EBTR - 0 0 - - - -
45 Market Street/Della
Street
NBTR - 0 0 0 0 0 0
SBLT - 10 25 10 23 0 -2
EBL - 0 5 - 3 - -2
Notes: Storage length and 95th percentile queue is expressed in feet per lane.

AM – morning peak hour, PM – afternoon peak hour
L – left turn, T – through, R- right turn
# - indicates 95th percentile volume exceeds capacity, queue may be longer.

Bold indicates queue lengths exceeding capacity.

ATTACHMENT B
671
X Study Intersection

LE G E N D
XX AM Peak Hour Volumes (XX) PM Peak Hour Volumes
N
12/2024
Main Street and Market Street
Figure 9a: Existing Plus Project Conditions Peak Hour Traffic Volumes and Traffic Control TJKM Transportation Consultants
Fig 9a Ex +p Vol
09:52 AM
1 2 3 4 5
7 8 9 # #
# # # # #
# # # # #
# # # # #
San Joaquin Street Sutter Street
Fig 9a Ex +p Vol
California Street
20 (15)31 (12)
American Street
164 (48)
117 (18)119 (128)24 (23)94 (85)11 (8)208 (249)
47 (19) 48 (28) 53 (43) 49 (57)
28 (38) 6 (12) 34 (24)
13 (23) 9 (23) 63 (27)
Driveway
Hunter Street
Main Street
San Joaquin Street
Main Street
Sutter Street
Main Street
Main Street Main Street Main Street Main Street
55 (7) 175 (121) California Street
Main Street
American Street
13 (9)
251 (216)
20 (13)
64 (134)
Grant Street
Aurora Street
Union Street
3 (8)
16 (25)16 (31)
Pilgrim Street
Airport Way
15 (17)662 (749)6 (5)34 (38)9 (7)66 (76)0 (5)11 (20)
7 (11)
6 (7)
130 (124) 126 (75) 119 (78) 145 (97)
4 (1) 14 (15) 5 (15)
9 (15) 12 (13) 9 (18)
Main Street
Grant Street
Main Street
Aurora Street
Main Street
Union Street
Main Street
Main Street Main Street Main Street Main Street
24 (12) 103 (96)
9 (10)
43 (21)
Pilgrim Street
Main Street
Airport Way
3 (8)
9 (13)7 (16)
90 (108)
Wilson Way
Market Street
Washington Street
20 (29)648 (933)
Lafayette Street
D Street
0 (0)7 (8)0 (0)0 (0)0 (0)9 (14)0 (2)0 (1)42 (15)4 (3)
209 (183)
115 (107)
145 (126) 0 (378) 429 (326) 393 (333)
0 (1) 2 (1) 0 (12)
0 (0) 16 (15) 18 (25)
6 (8)
Main Street
Wilson Way
Main Street
Market Street
Main Street
B Street
Main Street
Main Street Main Street Main Street Main Street
0 (0) 0 (0) 0 (0)
3 (5)
32 (27)
730 (936)
Lafayette Street
Main Street
13 (11)
10 (4)
17 (31)
3 (9)
23 (28)
0 (2)
30 (38)
36 (40)
F Street
Filbert Street
Burkett Street
18 (32) 4 (9)
247 (416) 232 (394) 270 (450)
3 (3)4 (2)
Shasta Street
David Street
2 (3)9 (5)0 (1)5 (17)54 (71)26 (35)242 (390)13 (7)2 (0)5 (5)2 (5)0 (1) 10 (12)
18 (31)
409 (331) 381 (319) 604 (543) 620 (556)
250 (237) 12 (11) 5 (10)
5 (2) 13 (11) 4 (5)
3 (2)
Main Street
Alma Street
Main Street
Filbert Street
Main Street
Burkett Street
Main Street
Main Street Main Street Main Street Main Street
12 (17) 49 (49) 5 (10)
19 (17)
0 (2)2 (0)
13 (17)
13 (13) 55 (55)
Shasta Street
Main Street
David Street
9 (5)1 (0)
5 (12)
1 (8)
9 (8)2 (2)
6 (16)
2 (8)
Golden Gate Avenue
Windsor Avenue
Netherton Avenue
0 (1) 4 (16) 14 (30) 5 (15) 6 (10)
270 (458) 228 (397) 428 (723) 434 (720) 440 (715) 7 (8) 32 (30) Broadway Avenue Center Street
12 (13)13 (7)3 (2)6 (4)61 (48)18 (12)19 (27)49 (14)5 (5)24 (13)1,169 (1,771) 5 (9)
87 (62)
514 (414) 597 (471) 548 (441) 514 (446)
3 (4) 3 (5) 51 (16)
13 (4) 29 (38) 12 (10)
166 (56)
Hunter Street (N/S) & Driveway/Main
Street (E/W)
San Joaquin Street (N/S) & Main Street
(E/W) Sutter Street (N/S) & Main Street (E/W) California Street (N/S) & Main Street(E/W) American Street (N/S) &
(E/W)
Grant Street (N/S) & Main Street (E/W) Aurora Street (N/S) & Main Street (E/W) Union Street (N/S) & Main Street (E/W) Pilgrim Street (N/S) & Main Street(E/W) Airport Way (N/S) & Ma Wilson Way (N/S) & Main Street (E/W) Market Street (N/S) & Main Street (E/W)
B Street/Washington Street (N/S) &
Main Street (E/W)
Lafayette Street (N/S) & Main Street
(E/W) D Street (N/S) & Main S
Alma Street/F Street (N/S) & Main
Street (E/W) Filbert Street (N/S) & Main Street (E/W) Burkett Street (N/S) & Main Street (E/W) Shasta Street (N/S) & Main Street
(E/W) David Street (N/S) & Ma
Golden Gate Avenue (N/S) & Main
Street (E/W)
Windsor Avenue (N/S) & Main Street
(E/W)
Netherton Avenue (N/S) & Main Street
(E/W)
Broadway Avenue (N/S) & Main Street
(E/W)
Center Street (N/S) & M
(E/W)
3 4 5 6
9 # # #
# # # #
# # # #
# # # #
Sutter Street
California Street
20 (15)31 (12)
American Street
Stanislaus Street
24 (19)
24 (23)94 (85)11 (8)208 (249)
82 (22) 46 (66)
5 (12)
48 (28) 53 (43) 49 (57) 110 (88) 101 (68)
28 (38) 6 (12) 34 (24)
13 (23) 9 (23) 63 (27)
15 (8)209 (295)
Stanislaus Street
Main Street
San Joaquin Street
Main Street
Sutter Street
Main Street
Main Street Main Street Main Street Main Street 55 (7) 175 (121) California Street Main Street
American Street
Main Street
16 (3)
18 (24)
13 (9)
251 (216)
20 (13)
64 (134)
Union Street
86 (39)
427 (249)
Pilgrim Street
Airport Way
Sierra Nevada Street
15 (17)662 (749)
64 (61)
9 (7)66 (76)0 (5)11 (20)
35 (41)9 (30)
12 (40)
126 (75) 119 (78) 145 (97) 126 (93) 195 (154)
4 (1) 14 (15) 5 (15)
9 (15) 12 (13) 9 (18)
11 (32)33 (49)
Sierra Nevada Street
Main Street
Aurora Street
Main Street
Union Street
Main Street
Main Street Main Street Main Street Main Street 24 (12) 103 (96) Pilgrim Street
Main Street
Airport Way
Main Street
18 (10)
788 (869)
3 (8)
9 (13)7 (16)
90 (108)
Washington Street
17 (9)
17 (37)
Lafayette Street
D Street
Marsh Street
0 (0)7 (8)
5 (15)
9 (14)0 (2)0 (1)42 (15)4 (3)
0 (0)12 (18)
42 (37)
0 (378) 429 (326) 393 (333) 425 (370) 395 (332)
0 (1) 2 (1) 0 (12)
0 (0) 16 (15) 18 (25)
6 (8)10 (25)3 (8)28 (51)
E Street
Main Street
Market Street
Main Street
B Street
Main Street
Main Street Main Street Main Street Main Street 0 (0) 0 (0) 0 (0) 3 (5)
Lafayette Street
Main Street Main Street
16 (6)
239 (428)
1 (0)
13 (11)
10 (4)
17 (31)
3 (9)
23 (28)
0 (2)
30 (38)
36 (40)
Burkett Street
18 (32) 4 (9)
0 (4)0 (3)
10 (18)
247 (416) 232 (394) 270 (450)
Shasta Street
David Street
Rendon Street
2 (3)9 (5)0 (1)
5 (8)
13 (7)2 (0)5 (5)2 (5)0 (1)
3 (4)8 (18)
9 (12)
381 (319) 604 (543) 620 (556) 610 (556) 595 (533)
250 (237) 12 (11) 5 (10)
5 (2) 13 (11) 4 (5)
3 (2)18 (12)1 (3)13 (6)
Rendon Street
Main Street
Filbert Street
Main Street
Burkett Street
Main Street
Main Street Main Street Main Street Main Street 12 (17) 49 (49) 5 (10) 19 (17)
Shasta Street
Main Street
David Street
Main Street
10 (11)
1 (1)4 (1)
11 (10)
419 (679)
12 (34)
9 (5)1 (0)
5 (12)
1 (8)
9 (8)2 (2)
6 (16)
2 (8)
Netherton Avenue
14 (30) 5 (15) 6 (10)
11 (16)
3 (4)
3 (11)
428 (723) 434 (720) 440 (715)
Broadway Avenue
Center Street
61 (48)18 (12)19 (27)49 (14)5 (5)24 (13)1,169 (1,771)
El Dorado Street
597 (471) 548 (441) 514 (446)
3 (4) 3 (5) 51 (16)
13 (4) 29 (38) 12 (10)
166 (56)
Mkt SttMiStt MiStt MiStt Mkt Stt
t (N/S) & Main Street
Sutter Street (N/S) & Main Street (E/W) California Street (N/S) & Main Street (E/W)
American Street (N/S) & Main Street
(E/W)
Stanislaus Street (N/S) & Main Street
(E/W)
S) & Main Street
Union Street (N/S) & Main Street (E/W) Pilgrim Street (N/S) & Main Street (E/W) Airport Way (N/S) & Main Street (E/W) Sierra Nevada Street (N/S) & Main Street (E/W)
S) & Main StreetB Street/Washington Street (N/S) &
Main Street (E/W)
Lafayette Street (N/S) & Main Street
(E/W) D Street (N/S) & Main Street (E/W) E Street/Marsh Street (N/S) & Main Street (E/W) ) & Main Street (E/W) Burkett Street (N/S) & Main Street (E/W)
Shasta Street (N/S) & Main Street
(E/W) David Street (N/S) & Main Street (E/W) Rendon Street (N/S) & Main Street(E/W) (N/S) & Main StreetNetherton Avenue (N/S) & Main Street (E/W)
Broadway Avenue (N/S) & Main Street
(E/W)
Center Street (N/S) & Market Street
(E/W)
El Dorado Street (N/S) & Market Street
(E/W)
TJKM Transportation Consultants
Fig 9a Ex +p Vol
09:52 AM
1 2 3
7 8 9
# # #
# # #
# # #
# # #
San Joaquin Street Sutter Street
Fig 9a Ex +p Vol
164 (48)
117 (18)119 (128)24 (23)94 (85)
47 (19) 48 (28)
28 (38)
13 (23)
Driveway
Hunter Street
Main Street
San Joaquin Street
Main Street
Sutter Street
Main Street Main Street
55 (7) 175 (121)
Grant Street
Aurora Street
Union Street
3 (8)
16 (25)16 (31)6 (5)34 (38)9 (7)66 (76)
7 (11)
6 (7)
130 (124) 126 (75)
4 (1)
9 (15)
Main Street
Grant Street
Main Street
Aurora Street
Main Street
Union Street
Main Street Main Street
24 (12) 103 (96)
9 (10)
43 (21)
Wilson Way
Market Street
Washington Street
20 (29)648 (933)0 (0)0 (0)0 (0)9 (14)0 (2)0 (1)
209 (183)
115 (107)
145 (126) 0 (378)
0 (1)
0 (0)
Main Street
Wilson Way
Main Street
Market Street
Main Street
B Street
Main Street Main Street
0 (0) 0 (0) 0 (0)
3 (5)
32 (27)
730 (936)
F Street
Filbert Street
Burkett Street
18 (32)
247 (416)
3 (3)4 (2)5 (17)54 (71)26 (35)242 (390)13 (7)2 (0)5 (5) 10 (12)
18 (31)
409 (331) 381 (319)
250 (237)
5 (2)
Main Street
Alma Street
Main Street
Filbert Street
Main Street
Burkett Street
Main Street Main Street
12 (17) 49 (49) 5 (10)
19 (17)
0 (2)2 (0)
13 (17)
13 (13) 55 (55)
Golden Gate Avenue
Windsor Avenue
Netherton Avenue
0 (1) 4 (16) 14 (30)
270 (458) 228 (397) 428 (723)
7 (8) 32 (30) 12 (13)13 (7)3 (2)6 (4)61 (48)18 (12)19 (27) 5 (9)
87 (62)
514 (414) 597 (471)
3 (4)
13 (4)
Main Street
Golden Gate Avenue
Main Street
Windsor Avenue
Main Street
Netherton Avenue
Main Street Main Street
8 (11) 1 (0) 5 (5)
4 (11)
74 (128)
17 (23)44 (81)
3 (8) 2 (7)
Hunter Street
S San Joaquin Street
Sutter Street
92 (190) 15 (26) 4 (27)
345 (510) 376 (581) 358 (529)
84 (36) 62 (32) 99 (129) 25 (15) 95 (124) 4 (18)
Market Street Market Street
Hunter Street (N/S) & Driveway/Main
Street (E/W)
San Joaquin Street (N/S) & Main Street
(E/W) Sutter Street (N/S) & Ma
Grant Street (N/S) & Main Street (E/W) Aurora Street (N/S) & Main Street (E/W) Union Street (N/S) & M
Wilson Way (N/S) & Main Street (E/W) Market Street (N/S) & Main Street (E/W)
B Street/Washington St
Main Street (E/W)
Alma Street/F Street (N/S) & Main
Street (E/W) Filbert Street (N/S) & Main Street (E/W) Burkett Street (N/S) & M(E/W) Golden Gate Avenue (N/S) & Main
Street (E/W)
Windsor Avenue (N/S) & Main Street
(E/W)
Netherton Avenue (N/S
(E/W)
Hunter Street (N/S) & Market Street
(E/W)
S San Joaquin Street (N/S) & Market
Street (E/W)
Sutter Street (N/S) & Ma
(E/W)
5 6
# #
# #
# #
# #
20 (15)31 (12)
American Street
Stanislaus Street
24 (19)
82 (22) 46 (66)
5 (12)
49 (57) 110 (88) 101 (68)
34 (24)
63 (27)
15 (8)209 (295)
Stanislaus Street
Main StreetMain Street Main Street
California Street
Main Street
American Street
Main Street
16 (3)
18 (24)
13 (9)
251 (216)
86 (39)
427 (249)
Airport Way
Sierra Nevada Street
15 (17)662 (749)
64 (61)
35 (41)9 (30)
12 (40)
145 (97) 126 (93) 195 (154)
5 (15)
9 (18)
11 (32)33 (49)
Sierra Nevada Street
Main StreetMain Street Main Street
Pilgrim Street
Main Street
Airport Way
Main Street
18 (10)
788 (869)
3 (8)
7 (16)17 (9)
17 (37)
D Street
Marsh Street
7 (8)
5 (15)
0 (0)12 (18)
42 (37)
393 (333) 425 (370) 395 (332)
0 (12)
18 (25)
6 (8)10 (25)3 (8)28 (51)
E Street
Main StreetMain Street Main Street
Lafayette Street
Main Street Main Street
16 (6)
239 (428)
1 (0)
13 (11)
10 (4)
17 (31)
3 (9)
0 (4)0 (3)
10 (18)
270 (450)
David Street
Rendon Street
9 (5)0 (1)
5 (8)
3 (4)8 (18)
9 (12)
620 (556) 610 (556) 595 (533)
5 (10)
4 (5)
3 (2)18 (12)1 (3)13 (6)
Rendon Street
Main StreetMain Street Main Street
Shasta Street
Main Street
David Street
Main Street
10 (11)
1 (1)4 (1)
11 (10)
419 (679)
12 (34)
9 (5)1 (0)
5 (12)
1 (8)
6 (10)
11 (16)
3 (4)
3 (11)
440 (715)
Center Street
1,169 (1,771)
El Dorado Street
514 (446)
51 (16)
12 (10)
166 (56)
Market StreetMain Street Market Street
N/S) & Main StreetAmerican Street (N/S) & Main Street
(E/W)
Stanislaus Street (N/S) & Main Street
(E/W)
S) & Main Street
Airport Way (N/S) & Main Street (E/W) Sierra Nevada Street (N/S) & Main Street (E/W)
N/S) & Main Street
D Street (N/S) & Main Street (E/W) E Street/Marsh Street (N/S) & Main Street (E/W)
S) & Main Street
David Street (N/S) & Main Street (E/W) Rendon Street (N/S) & Main Street (E/W)
e (N/S) & Main StreetCenter Street (N/S) & Market Street (E/W)
El Dorado Street (N/S) & Market Street
(E/W)
TJKM Transportation Consultants
Fig 9a Ex +p Vol
09:52 AM
1 2 3 4 5
7 8 9 # #
# # # # #
# # # # #
# # # # #
# # # # #
San Joaquin Street Sutter Street
Fig 9a Ex +p Vol
California Street
20 (15)31 (12)
American Street
164 (48)
117 (18)119 (128)24 (23)94 (85)11 (8)208 (249)
47 (19) 48 (28) 53 (43) 49 (57)
28 (38) 6 (12) 34 (24)
13 (23) 9 (23) 63 (27)
Driveway
Hunter Street
Main Street
San Joaquin Street
Main Street
Sutter Street
Main Street
Main Street Main Street Main Street Main Street
55 (7) 175 (121) California Street
Main Street
American Street
13 (9)
251 (216)
20 (13)
64 (134)
Grant Street
Aurora Street
Union Street
3 (8)
16 (25)16 (31)
Pilgrim Street
Airport Way
15 (17)662 (749)6 (5)34 (38)9 (7)66 (76)0 (5)11 (20)
7 (11)
6 (7)
130 (124) 126 (75) 119 (78) 145 (97)
4 (1) 14 (15) 5 (15)
9 (15) 12 (13) 9 (18)
Main Street
Grant Street
Main Street
Aurora Street
Main Street
Union Street
Main Street
Main Street Main Street Main Street Main Street
24 (12) 103 (96)
9 (10)
43 (21)
Pilgrim Street
Main Street
Airport Way
3 (8)
9 (13)7 (16)
90 (108)
Wilson Way
Market Street
Washington Street
20 (29)648 (933)
Lafayette Street
D Street
0 (0)7 (8)0 (0)0 (0)0 (0)9 (14)0 (2)0 (1)42 (15)4 (3)
209 (183)
115 (107)
145 (126) 0 (378) 429 (326) 393 (333)
0 (1) 2 (1) 0 (12)
0 (0) 16 (15) 18 (25)
6 (8)
Main Street
Wilson Way
Main Street
Market Street
Main Street
B Street
Main Street
Main Street Main Street Main Street Main Street
0 (0) 0 (0) 0 (0)
3 (5)
32 (27)
730 (936)
Lafayette Street
Main Street
13 (11)
10 (4)
17 (31)
3 (9)
23 (28)
0 (2)
30 (38)
36 (40)
F Street
Filbert Street
Burkett Street
18 (32) 4 (9)
247 (416) 232 (394) 270 (450)
3 (3)4 (2)
Shasta Street
David Street
2 (3)9 (5)0 (1)5 (17)54 (71)26 (35)242 (390)13 (7)2 (0)5 (5)2 (5)0 (1) 10 (12)
18 (31)
409 (331) 381 (319) 604 (543) 620 (556)
250 (237) 12 (11) 5 (10)
5 (2) 13 (11) 4 (5)
3 (2)
Main Street
Alma Street
Main Street
Filbert Street
Main Street
Burkett Street
Main Street
Main Street Main Street Main Street Main Street
12 (17) 49 (49) 5 (10)
19 (17)
0 (2)2 (0)
13 (17)
13 (13) 55 (55)
Shasta Street
Main Street
David Street
9 (5)1 (0)
5 (12)
1 (8)
9 (8)2 (2)
6 (16)
2 (8)
Golden Gate Avenue
Windsor Avenue
Netherton Avenue
0 (1) 4 (16) 14 (30) 5 (15) 6 (10)
270 (458) 228 (397) 428 (723) 434 (720) 440 (715) 7 (8) 32 (30) Broadway Avenue Center Street
12 (13)13 (7)3 (2)6 (4)61 (48)18 (12)19 (27)49 (14)5 (5)24 (13)1,169 (1,771) 5 (9)
87 (62)
514 (414) 597 (471) 548 (441) 514 (446)
3 (4) 3 (5) 51 (16)
13 (4) 29 (38) 12 (10)
166 (56)
Main Street
Golden Gate Avenue
Main Street
Windsor Avenue
Main Street
Netherton Avenue
Main Street
Main Street Main Street Main Street Main Street
8 (11) 1 (0) 5 (5)
4 (11)
74 (128)
17 (23)44 (81)
3 (8) 2 (7)
Broadway Avenue
Market Street
Center Street
3 (12)
3 (2)
6 (11)
11 (21)
7 (6)
52 (67)
105 (26)
Hunter Street
S San Joaquin Street
Sutter Street
92 (190) 15 (26) 4 (27) 5 (6) 44 (58)
345 (510) 376 (581) 358 (529) 313 (559) 63 (63) 84 (36) 62 (32) 99 (129) 25 (15) 95 (124) 4 (18) 214 (247) 34 (31) California Street 0 (1) 108 (38) American Street
Market Street Market Street Market Street Market Street Hunter Street (N/S) & Driveway/Main
Street (E/W)
San Joaquin Street (N/S) & Main Street
(E/W) Sutter Street (N/S) & Main Street (E/W) California Street (N/S) & Main Street (E/W) American Street (N/S) &
(E/W)
Grant Street (N/S) & Main Street (E/W) Aurora Street (N/S) & Main Street (E/W) Union Street (N/S) & Main Street (E/W) Pilgrim Street (N/S) & Main Street (E/W) Airport Way (N/S) & Ma Wilson Way (N/S) & Main Street (E/W) Market Street (N/S) & Main Street (E/W)
B Street/Washington Street (N/S) &
Main Street (E/W)
Lafayette Street (N/S) & Main Street
(E/W) D Street (N/S) & Main S
Alma Street/F Street (N/S) & Main
Street (E/W) Filbert Street (N/S) & Main Street (E/W) Burkett Street (N/S) & Main Street(E/W) Shasta Street (N/S) & Main Street
(E/W) David Street (N/S) & Ma
Golden Gate Avenue (N/S) & Main
Street (E/W)
Windsor Avenue (N/S) & Main Street
(E/W)
Netherton Avenue (N/S) & Main Street
(E/W)
Broadway Avenue (N/S) & Main Street
(E/W)
Center Street (N/S) & M
(E/W)
Hunter Street (N/S) & Market Street
(E/W)
S San Joaquin Street (N/S) & Market
Street (E/W)
Sutter Street (N/S) & Market Street
(E/W)
California Street (N/S) & Market Street
(E/W)
American Street (N/S) &
(E/W)
Market Street
0 (1)
463 (378)
Market Street
Main Street
2 (4)
34 (27)
8 (9)8 (7)
16 (16)
285 (485)
283 (481)
2 (3)
# # # #
# # # #
# # # #
# # # #
Grant St
Aurora St
Union St
16 (25)16 (31)6 (5)34 (38)9 (7)66 (76)0 (5)11 (20)
7 (11)
6 (7)
130 (124) 126 (75) 119 (78)
4 (1) 14 (15)
9 (15) 12 (13)
Main Street
Grant Street
Main Street
Aurora Street
Main Street
Union Street
Main Street
Main Street Main Street Main Street
24 (12) 103 (96)
9 (10)
43 (21)
9 (13)
90 (108)
Wilson Way
Market Street
Washington Street
20 (29)648 (933)0 (0)0 (0)0 (0)0 (0)9 (14)0 (2)0 (1)42 (15)4 (3) 209 (183)
115 (107)
145 (126) 0 (378) 429 (326)
0 (1) 2 (1)
0 (0) 16 (15)
Main Street
Wilson Way
Main Street
Market Street
Main Street
B Street
Main Street
Main Street Main Street Main Street
0 (0) 0 (0) 0 (0)
3 (5)
32 (27)
730 (936)
23 (28)
0 (2)
30 (38)
36 (40
F Street
Filbert Street
Burkett Street
18 (32) 4 (9
247 (416) 232 (394
3 (3)4 (2)2 (3)5 (17)54 (71)26 (35)242 (390)13 (7)2 (0)5 (5)2 (5)0 (1) 10 (12)
18 (31)
409 (331) 381 (319) 604 (543)
250 (237) 12 (11)
5 (2) 13 (11)
Main Street
Alma Street
Main Street
Filbert Street
Main Street
Burkett Street
Main Street
Main Street Main Street Main Street
12 (17) 49 (49) 5 (10)
19 (17)
0 (2)2 (0)
13 (17)
13 (13) 55 (55)
9 (8)2 (2)
6 (16)
2 (8
Golden Gate Avenue
Windsor Avenue
Netherton Avenue
0 (1) 4 (16) 14 (30) 5 (15
270 (458) 228 (397) 428 (723) 434 (720
7 (8) 32 (30) 12 (13)13 (7)3 (2)6 (4)61 (48)18 (12)19 (27)49 (14)5 (5)24 (13) 5 (9)
87 (62)
514 (414) 597 (471) 548 (441)
3 (4) 3 (5)
13 (4) 29 (38)
Main Street
Golden Gate Avenue
Main Street
Windsor Avenue
Main Street
Netherton Avenue
Main Street
Main Street Main Street Main Street
8 (11) 1 (0) 5 (5)
4 (11)
74 (128)
17 (23)44 (81)
3 (8) 2 (7)
11 (21)
7 (6)
52 (67)
105 (26
Hunter Street
S San Joaquin Street
Sutter Street
92 (190) 15 (26) 4 (27) 5 (6
345 (510) 376 (581) 358 (529) 313 (559
84 (36) 62 (32) 99 (129) 25 (15) 95 (124) 4 (18) 214 (247) 34 (31) Market Street
Hunter Street
Market Street
S San Joaquin Street
Market Street
Sutter Street
Market Street
Market Street Market Street Market Street
170 (118) 39 (48)
22 (18)
29 (24)
66 (21)
102 (112)
16 (41)
16 (27
66 (13) 36 (36) 80 (30) 14 (18
141 (106) 122 (105) 89 (121) 78 (131
Wilson Way (N/S) & Main Street (E/W) Market Street (N/S) & Main Street (E/W)
B Street/Washington Street (N/S) &
Main Street (E/W)
Lafayette
(E/W)
Alma Street/F Street (N/S) & Main
Street (E/W) Filbert Street (N/S) & Main Street (E/W) Burkett Street (N/S) & Main Street(E/W) Shasta Str
(E/W)
Golden Gate Avenue (N/S) & Main
Street (E/W)
Windsor Avenue (N/S) & Main Street
(E/W)
Netherton Avenue (N/S) & Main Street
(E/W)
Broadway
(E/W)
Hunter Street (N/S) & Market Street
(E/W)
S San Joaquin Street (N/S) & Market
Street (E/W)
Sutter Street (N/S) & Market Street
(E/W)
California
(E/W)
J:\JURISDICTION\S\Stockton\011-101 Main St Complete Streets\Graphics\Source\Graphics Tool (36 Ints) v4.2.0 25SEPT2023.xlsm 7 8 9 #
# # # #
# # # #
# # # #
# # # #
San Joaquin Stre
Sutter Stre
164 (48)
117 (18)119 (128)24 (23)94 (85)11 (8)208 (249)
47 (19) 48 (28) 53 (43)
28 (38) 6 (12)
13 (23) 9 (23)
Driveway
Hunter Street
Main Street
San Joaquin Street
Main Street
Sutter Street
Main Street
Main Street Main Street Main Street
55 (7) 175 (121)
20 (13)
64 (134)
Grant Street
Aurora Street
Union Street
3 (8)
16 (25)16 (31)6 (5)34 (38)9 (7)66 (76)0 (5)11 (20)
7 (11)
6 (7)
130 (124) 126 (75) 119 (78)
4 (1) 14 (15)
9 (15) 12 (13)
Main Street
Grant Street
Main Street
Aurora Street
Main Street
Union Street
Main Street
Main Street Main Street Main Street
24 (12) 103 (96)
9 (10)
43 (21)
9 (13)
90 (108)
Wilson Way
Market Street
Washington Street
20 (29)648 (933)0 (0)0 (0)0 (0)0 (0)9 (14)0 (2)0 (1)42 (15)4 (3) 209 (183)
115 (107)
145 (126) 0 (378) 429 (326)
0 (1) 2 (1)
0 (0) 16 (15)
Main Street
Wilson Way
Main Street
Market Street
Main Street
B Street
Main Street
Main Street Main Street Main Street
0 (0) 0 (0) 0 (0)
3 (5)
32 (27)
730 (936)
23 (28)
0 (2)
30 (38)
36 (40
F Street
Filbert Street
Burkett Street
18 (32) 4 (9
247 (416) 232 (394
3 (3)4 (2)2 (3)5 (17)54 (71)26 (35)242 (390)13 (7)2 (0)5 (5)2 (5)0 (1) 10 (12)
18 (31)
409 (331) 381 (319) 604 (543)
250 (237) 12 (11)
5 (2) 13 (11)
Main Street
Alma Street
Main Street
Filbert Street
Main Street
Burkett Street
Main Street
Main Street Main Street Main Street
12 (17) 49 (49) 5 (10)
19 (17)
0 (2)2 (0)
13 (17)
13 (13) 55 (55)
9 (8)2 (2)
6 (16)
2 (8
Golden Gate Avenue
Windsor Avenue
Netherton Avenue
0 (1) 4 (16) 14 (30) 5 (15
270 (458) 228 (397) 428 (723) 434 (720
7 (8) 32 (30) 12 (13)13 (7)3 (2)6 (4)61 (48)18 (12)19 (27)49 (14)5 (5)24 (13) 5 (9)
87 (62)
514 (414) 597 (471) 548 (441)
3 (4) 3 (5)
13 (4) 29 (38)
Main Street
Golden Gate Avenue
Main Street
Windsor Avenue
Main Street
Netherton Avenue
Main Street
Main Street Main Street Main Street
8 (11) 1 (0) 5 (5)
4 (11)
74 (128)
17 (23)44 (81)
3 (8) 2 (7)
11 (21)
7 (6)
52 (67)
105 (26
Hunter Street
S San Joaquin Street
Sutter Street
92 (190) 15 (26) 4 (27) 5 (6
345 (510) 376 (581) 358 (529) 313 (559
84 (36) 62 (32) 99 (129) 25 (15) 95 (124) 4 (18) 214 (247) 34 (31) Market Street
Hunter Street
Market Street
S San Joaquin Street
Market Street
Sutter Street
Market Street
Market Street Market Street Market Street
170 (118) 39 (48)
22 (18)
29 (24)
66 (21)
102 (112)
16 (41)
16 (27
66 (13) 36 (36) 80 (30) 14 (18
141 (106) 122 (105) 89 (121) 78 (131
Grant Street (N/S) & Main Street (E/W) Aurora Street (N/S) & Main Street (E/W) Union Street (N/S) & Main Street (E/W) Pilgrim St(E/W) Wilson Way (N/S) & Main Street (E/W) Market Street (N/S) & Main Street (E/W)
B Street/Washington Street (N/S) &
Main Street (E/W)
Lafayette
(E/W)
Alma Street/F Street (N/S) & Main
Street (E/W) Filbert Street (N/S) & Main Street (E/W) Burkett Street (N/S) & Main Street(E/W) Shasta Str
(E/W)
Golden Gate Avenue (N/S) & Main
Street (E/W)
Windsor Avenue (N/S) & Main Street
(E/W)
Netherton Avenue (N/S) & Main Street
(E/W)
Broadway
(E/W)
Hunter Street (N/S) & Market Street
(E/W)
S San Joaquin Street (N/S) & Market
Street (E/W)
Sutter Street (N/S) & Market Street
(E/W)
California
(E/W)
# #
# #
# #
# #
Grant Str
16 (25)16 (31)6 (5)34 (38)
7 (11)
6 (7)
130 (124)
Main Street
Grant Street
Main Street
Main Street
9 (10)
43 (21)
Wilson Way
20 (29)648 (933)0 (0)0 (0)0 (0)
209 (183)
115 (107)
145 (126)
Main Street
Wilson Way
Main Street
Main Street
32 (27)
730 (936)
F Street
3 (3)4 (2)5 (17)54 (71)26 (35)242 (390)
10 (12)
18 (31)
409 (331)
Main Street
Alma Street
Main Street
Main Street
0 (2)2 (0)
13 (17)
13 (13) 55 (55
Golden Gate Avenue
0 (1) 4 (16
270 (458) 228 (397
7 (8) 32 (30) 12 (13)13 (7)3 (2)6 (4)
5 (9)
87 (62)
514 (414)
Main Street
Golden Gate Avenue
Main Street
Main Street
74 (128)
17 (23)44 (81)
3 (8) 2 (7
Hunter Street
92 (190) 15 (26
345 (510) 376 (581
84 (36) 62 (32) 99 (129) 25 (15)
Market Street
Hunter Street
Market Street
Market Street
29 (24)
66 (21
66 (13) 36 (36
141 (106) 122 (105
Wilson Way (N/S) & Main Street (E/W) Market Str
(E/W)
Alma Street/F Street (N/S) & Main
Street (E/W) Filbert Stre
Golden Gate Avenue (N/S) & Main
Street (E/W)
Windsor A
(E/W)
Hunter Street (N/S) & Market Street
(E/W)
S San Joaq
Street (E/W
J:\JURISDICTION\S\Stockton\011-101 Main St Complete Streets\Graphic

ATTACHMENT B
672
6 #
#
#
#
Stanislaus Street
46 (66)
5 (12)
8) 101 (68)
15 (8)209 (295)
Stanislaus Street
Main Streetain Street
Main Street
86 (39)
427 (249)
Sierra Nevada Street
9 (30)
12 (40)
3) 195 (154)
11 (32)33 (49)
Sierra Nevada Street
Main Streetain Street
Main Street
17 (9)
17 (37)
Marsh Street
12 (18)
42 (37)
70) 395 (332)
10 (25)3 (8)28 (51)
E Street
Main Streetain Street
Main Street
16 (6)
239 (428)
1 (0)
0 (4)0 (3)
10 (18)
Rendon Street
8 (18)
9 (12)
56) 595 (533)
18 (12)1 (3)13 (6)
Rendon Street
Main Streetain Street
Main Street
4 (1)
11 (10)
419 (679)
12 (34)
11 (16)
3 (4)
3 (11)
El Dorado Street
StreetStanislaus Street (N/S) & Main Street
(E/W)
et (E/W) Sierra Nevada Street (N/S) & Main
Street (E/W)
/W) E Street/Marsh Street (N/S) & Main
Street (E/W)
et (E/W) Rendon Street (N/S) & Main Street
(E/W)
treetEl Dorado Street (N/S) & Market Street
(E/W)
4 5 6
# # #
# # #
# # #
# # #
# # #
California Street
20 (15)31 (12)
American Street
Stanislaus Street
24 (19)
11 (8)208 (249)
82 (22) 46 (66)
5 (12)
49 (57) 110 (88) 101 (68)
34 (24)
63 (27)
15 (8)209 (295)
Stanislaus Street
Main Street
Main Street
Main Street Main Street Main Street
California Street
Main Street
American Street
Main Street
16 (3)
18 (24)
13 (9)
251 (216)
86 (39)
427 (249)
Pilgrim Street
Airport Way
Sierra Nevada Street
15 (17)662 (749)
64 (61)
0 (5)11 (20)
35 (41)9 (30)
12 (40)
8) 145 (97) 126 (93) 195 (154)
5 (15)
9 (18)
11 (32)33 (49)
Sierra Nevada Street
Main Street
Main Street
Main Street Main Street Main Street
Pilgrim Street
Main Street
Airport Way
Main Street
18 (10)
788 (869)
3 (8)
7 (16)17 (9)
17 (37)
Lafayette Street
D Street
Marsh Street
0 (0)7 (8)
5 (15)
42 (15)4 (3)
0 (0)12 (18)
42 (37)
26) 393 (333) 425 (370) 395 (332)
0 (12)
18 (25)
6 (8)10 (25)3 (8)28 (51)
E Street
Main Street
Main Street
Main Street Main Street Main Street
Lafayette Street
Main Street Main Street
16 (6)
239 (428)
1 (0)
13 (11)
10 (4)
17 (31)
3 (9)
30 (38)
36 (40)
4 (9)
0 (4)0 (3)
10 (18)
232 (394) 270 (450)
Shasta Street
David Street
Rendon Street
2 (3)9 (5)0 (1)
5 (8)
2 (5)0 (1)
3 (4)8 (18)
9 (12)
43) 620 (556) 610 (556) 595 (533)
5 (10)
4 (5)
3 (2)18 (12)1 (3)13 (6)
Rendon Street
Main Street
Main Street
Main Street Main Street Main Street
Shasta Street
Main Street
David Street
Main Street
10 (11)
1 (1)4 (1)
11 (10)
419 (679)
12 (34)
9 (5)1 (0)
5 (12)
1 (8)
6 (16)
2 (8)
5 (15) 6 (10)
11 (16)
3 (4)
3 (11)
434 (720) 440 (715)
Broadway Avenue
Center Street
49 (14)5 (5)24 (13)1,169 (1,771)
El Dorado Street
41) 514 (446)
51 (16)
12 (10)
166 (56)
El Dorado Street
Market Street
Main Street
Main Street Main Street Market Street
Broadway Avenue
Market Street
Center Street
Market Street
96 (67)
115 (81)
3 (12)
3 (2)
6 (11)
52 (67)
105 (26)
5 (6) 44 (58)
1,598 (1,446)
100 (39)
313 (559) 63 (63)
214 (247) 34 (31) California Street 0 (1) 108 (38)
American Street
215 (365)9 (6)
Stanislaus Street
Market Streetrket Street Market Street Market Street
et (E/W) California Street (N/S) & Main Street
(E/W)
American Street (N/S) & Main Street
(E/W)
Stanislaus Street (N/S) & Main Street
(E/W)
et (E/W) Pilgrim Street (N/S) & Main Street
(E/W) Airport Way (N/S) & Main Street (E/W) Sierra Nevada Street (N/S) & Main Street (E/W)
/S) &Lafayette Street (N/S) & Main Street
(E/W) D Street (N/S) & Main Street (E/W) E Street/Marsh Street (N/S) & MainStreet (E/W) eetShasta Street (N/S) & Main Street
(E/W) David Street (N/S) & Main Street (E/W) Rendon Street (N/S) & Main Street(E/W) n StreetBroadway Avenue (N/S) & Main Street
(E/W)
Center Street (N/S) & Market Street
(E/W)
El Dorado Street (N/S) & Market Street
(E/W)
reet California Street (N/S) & Market Street
(E/W)
American Street (N/S) & Market Street
(E/W)
Stanislaus Street (N/S) & Market Street
(E/W)
6 #
#
#
#
#
Stanislaus Street
46 (66)
5 (12)
8) 101 (68)
15 (8)209 (295)
Stanislaus Street
Main Streetain Street
Main Street
86 (39)
427 (249)
Sierra Nevada Street
9 (30)
12 (40)
3) 195 (154)
11 (32)33 (49)
Sierra Nevada Street
Main Streetain Street
Main Street
17 (9)
17 (37)
Marsh Street
12 (18)
42 (37)
70) 395 (332)
10 (25)3 (8)28 (51)
E Street
Main Streetain Street
Main Street
16 (6)
239 (428)
1 (0)
0 (4)0 (3)
10 (18)
Rendon Street
8 (18)
9 (12)
56) 595 (533)
18 (12)1 (3)13 (6)
Rendon Street
Main Streetain Street
Main Street
4 (1)
11 (10)
419 (679)
12 (34)
11 (16)
3 (4)
3 (11)
El Dorado Street
El Dorado Street
Market Streetket Street
Market Street
96 (67)
115 (81)
1,598 (1,446)
100 (39)
215 (365)9 (6)
Stanislaus Street
Market Streetket Street
StreetStanislaus Street (N/S) & Main Street
(E/W)
et (E/W) Sierra Nevada Street (N/S) & Main
Street (E/W)
/W) E Street/Marsh Street (N/S) & Main
Street (E/W)
et (E/W) Rendon Street (N/S) & Main Street
(E/W)
treetEl Dorado Street (N/S) & Market Street
(E/W)
t StreetStanislaus Street (N/S) & Market Street
(E/W)
X Study Intersection

LE G E N D
XX AM Peak Hour Volumes (XX) PM Peak Hour Volumes
N
12/2024
Main Street and Market Street
Figure 9b: Existing Plus Projecrt Conditions Peak Hour Traffic Volumes and Traffic Control # #
# #
# #
# #
Airport W
Sierra Nevada St
15 (17)662 (749)
64 (61)
35 (41)9 (30)
12 (40)
145 (97) 126 (93) 195 (154)
5 (15)
9 (18)
11 (32)33 (49)
Sierra Nevada Street
Main StreetMain Street Main Street
Pilgrim Street
Main Street
Airport Way
Main Street
18 (10)
788 (869)
3 (8)
7 (16)17 (9)
17 (37)
D Street
Marsh Street
7 (8)
5 (15)
0 (0)12 (18)
42 (37)
393 (333) 425 (370) 395 (332)
0 (12)
18 (25)
6 (8)10 (25)3 (8)28 (51)
E Street
Main StreetMain Street Main Street
Lafayette Street
Main Street Main Street
16 (6)
239 (428)
1 (0)
13 (11)
10 (4)
17 (31)
3 (9)
0 (4)0 (3)
10 (18)
270 (450)
David Street
Rendon Street
9 (5)0 (1)
5 (8)
3 (4)8 (18)
9 (12)
620 (556) 610 (556) 595 (533)
5 (10)
4 (5)
3 (2)18 (12)1 (3)13 (6)
Rendon Street
Main StreetMain Street Main Street
Shasta Street
Main Street
David Street
Main Street
10 (11)
1 (1)4 (1)
11 (10)
419 (679)
12 (34)
9 (5)1 (0)
5 (12)
1 (8)
6 (10)
11 (16)
3 (4)
3 (11)
440 (715)
Center Street
1,169 (1,771)
El Dorado Street
514 (446)
51 (16)
12 (10)
166 (56)
El Dorado Street
Market StreetMain Street Market Street
Broadway Avenue
Market Street
Center Street
Market Street
96 (67)
115 (81)
3 (12)
3 (2)
6 (11)
44 (58)
1,598 (1,446)
100 (39)
63 (63)
0 (1) 108 (38)
American Street
215 (365)9 (6)
Stanislaus Street
Stanislaus Street
Market StreetMarket Street Market Street
California Street
Market Street
American Street
Market Street
0 (0)0 (0)
51 (17)
102 (135)
108 (64)
268 (190)
74 (32)
30 (25)
0 (0)
512 (263)
52 (32)
149 (178)
N/S) & Main Street
D Street (N/S) & Main Street (E/W) E Street/Marsh Street (N/S) & Main Street (E/W)
S) & Main Street
David Street (N/S) & Main Street (E/W) Rendon Street (N/S) & Main Street (E/W)
e (N/S) & Main StreetCenter Street (N/S) & Market Street (E/W)
El Dorado Street (N/S) & Market Street
(E/W)
N/S) & Market StreetAmerican Street (N/S) & Market Street (E/W)
Stanislaus Street (N/S) & Market Street
(E/W)
# # #
# # #
# # #
Wilson W
Market Str
Washington Str
20 (29)648 (933)0 (0)0 (0)0 (0)9 (14)0 (2)0 (1)
209 (183)
115 (107)
145 (126) 0 (378)
0 (1)
0 (0)
Main Street
Wilson Way
Main Street
Market Street
Main Street
B Street
Main Street Main Street
0 (0) 0 (0) 0 (0)
3 (5)
32 (27)
730 (936)
F Street
Filbert Street
Burkett Street
18 (32)
247 (416)
3 (3)4 (2)5 (17)54 (71)26 (35)242 (390)13 (7)2 (0)5 (5) 10 (12)
18 (31)
409 (331) 381 (319)
250 (237)
5 (2)
Main Street
Alma Street
Main Street
Filbert Street
Main Street
Burkett Street
Main Street Main Street
12 (17) 49 (49) 5 (10)
19 (17)
0 (2)2 (0)
13 (17)
13 (13) 55 (55)
Golden Gate Avenue
Windsor Avenue
Netherton Avenue
0 (1) 4 (16) 14 (30)
270 (458) 228 (397) 428 (723)
7 (8) 32 (30) 12 (13)13 (7)3 (2)6 (4)61 (48)18 (12)19 (27) 5 (9)
87 (62)
514 (414) 597 (471)
3 (4)
13 (4)
Main Street
Golden Gate Avenue
Main Street
Windsor Avenue
Main Street
Netherton Avenue
Main Street Main Street
8 (11) 1 (0) 5 (5)
4 (11)
74 (128)
17 (23)44 (81)
3 (8) 2 (7)
Hunter Street
S San Joaquin Street
Sutter Street
92 (190) 15 (26) 4 (27)
345 (510) 376 (581) 358 (529)
84 (36) 62 (32) 99 (129) 25 (15) 95 (124) 4 (18)
Market Street
Hunter Street
Market Street
S San Joaquin Street
Market Street
Sutter Street
Market Street Market Street
170 (118) 39 (48)
22 (18)
29 (24)
66 (21)
66 (13) 36 (36) 80 (30)
141 (106) 122 (105) 89 (121)
Alma Street/F Street (N/S) & Main
Street (E/W) Filbert Street (N/S) & Main Street (E/W) Burkett Street (N/S) & M(E/W) Golden Gate Avenue (N/S) & Main
Street (E/W)
Windsor Avenue (N/S) & Main Street
(E/W)
Netherton Avenue (N/S
(E/W)
Hunter Street (N/S) & Market Street
(E/W)
S San Joaquin Street (N/S) & Market
Street (E/W)
Sutter Street (N/S) & Ma
(E/W)
J:\JURISDICTION\S\Stockton\011-101 Main St Complete Streets\Graphics\Source\Graphics Tool (36 Ints) v4.2.0 25SEPT2023.xlsm # # #
# # #
# # #
# # #
Grant Stre
Aurora Stre
Union Stre
16 (25)16 (31)6 (5)34 (38)9 (7)66 (76)
7 (11)
6 (7)
130 (124) 126 (75)
4 (1)
9 (15)
Main Street
Grant Street
Main Street
Aurora Street
Main Street
Union Street
Main Street Main Street
24 (12) 103 (96)
9 (10)
43 (21)
Wilson Way
Market Street
Washington Street
20 (29)648 (933)0 (0)0 (0)0 (0)9 (14)0 (2)0 (1)
209 (183)
115 (107)
145 (126) 0 (378)
0 (1)
0 (0)
Main Street
Wilson Way
Main Street
Market Street
Main Street
B Street
Main Street Main Street
0 (0) 0 (0) 0 (0)
3 (5)
32 (27)
730 (936)
F Street
Filbert Street
Burkett Street
18 (32)
247 (416)
3 (3)4 (2)5 (17)54 (71)26 (35)242 (390)13 (7)2 (0)5 (5) 10 (12)
18 (31)
409 (331) 381 (319)
250 (237)
5 (2)
Main Street
Alma Street
Main Street
Filbert Street
Main Street
Burkett Street
Main Street Main Street
12 (17) 49 (49) 5 (10)
19 (17)
0 (2)2 (0)
13 (17)
13 (13) 55 (55)
Golden Gate Avenue
Windsor Avenue
Netherton Avenue
0 (1) 4 (16) 14 (30)
270 (458) 228 (397) 428 (723)
7 (8) 32 (30) 12 (13)13 (7)3 (2)6 (4)61 (48)18 (12)19 (27) 5 (9)
87 (62)
514 (414) 597 (471)
3 (4)
13 (4)
Main Street
Golden Gate Avenue
Main Street
Windsor Avenue
Main Street
Netherton Avenue
Main Street Main Street
8 (11) 1 (0) 5 (5)
4 (11)
74 (128)
17 (23)44 (81)
3 (8) 2 (7)
Hunter Street
S San Joaquin Street
Sutter Street
92 (190) 15 (26) 4 (27)
345 (510) 376 (581) 358 (529)
84 (36) 62 (32) 99 (129) 25 (15) 95 (124) 4 (18)
Market Street
Hunter Street
Market Street
S San Joaquin Street
Market Street
Sutter Street
Market Street Market Street
170 (118) 39 (48)
22 (18)
29 (24)
66 (21)
66 (13) 36 (36) 80 (30)
141 (106) 122 (105) 89 (121)
Wilson Way (N/S) & Main Street (E/W) Market Street (N/S) & Main Street (E/W)
B Street/Washington St
Main Street (E/W)
Alma Street/F Street (N/S) & Main
Street (E/W) Filbert Street (N/S) & Main Street (E/W) Burkett Street (N/S) & M(E/W) Golden Gate Avenue (N/S) & Main
Street (E/W)
Windsor Avenue (N/S) & Main Street
(E/W)
Netherton Avenue (N/S
(E/W)
Hunter Street (N/S) & Market Street
(E/W)
S San Joaquin Street (N/S) & Market
Street (E/W)
Sutter Street (N/S) & M
(E/W)
J:\JURISDICTION\S\Stockton\011-101 Main St Complete Streets\Graphics\Source\Graphics Tool (36 Ints) v4.2.0 25SEPT2023.xlsm # #
# #
# #
# #
# #
20 (15)31 (12)
American Stre
Stanislaus Stre
24 (19)
82 (22) 46 (66)
5 (12)
49 (57) 110 (88) 101 (68)
34 (24)
63 (27)
15 (8)209 (295)
Stanislaus Street
Main StreetMain Street Main Street
California Street
Main Street
American Street
Main Street
16 (3)
18 (24)
13 (9)
251 (216)
86 (39)
427 (249)
Airport Way
Sierra Nevada Street
15 (17)662 (749)
64 (61)
35 (41)9 (30)
12 (40)
145 (97) 126 (93) 195 (154)
5 (15)
9 (18)
11 (32)33 (49)
Sierra Nevada Street
Main StreetMain Street Main Street
Pilgrim Street
Main Street
Airport Way
Main Street
18 (10)
788 (869)
3 (8)
7 (16)17 (9)
17 (37)
D Street
Marsh Street
7 (8)
5 (15)
0 (0)12 (18)
42 (37)
393 (333) 425 (370) 395 (332)
0 (12)
18 (25)
6 (8)10 (25)3 (8)28 (51)
E Street
Main StreetMain Street Main Street
Lafayette Street
Main Street Main Street
16 (6)
239 (428)
1 (0)
13 (11)
10 (4)
17 (31)
3 (9)
0 (4)0 (3)
10 (18)
270 (450)
David Street
Rendon Street
9 (5)0 (1)
5 (8)
3 (4)8 (18)
9 (12)
620 (556) 610 (556) 595 (533)
5 (10)
4 (5)
3 (2)18 (12)1 (3)13 (6)
Rendon Street
Main StreetMain Street Main Street
Shasta Street
Main Street
David Street
Main Street
10 (11)
1 (1)4 (1)
11 (10)
419 (679)
12 (34)
9 (5)1 (0)
5 (12)
1 (8)
6 (10)
11 (16)
3 (4)
3 (11)
440 (715)
Center Street
1,169 (1,771)
El Dorado Street
514 (446)
51 (16)
12 (10)
166 (56)
El Dorado Street
Market StreetMain Street Market Street
Broadway Avenue
Market Street
Center Street
Market Street
96 (67)
115 (81)
3 (12)
3 (2)
6 (11)
44 (58)
1,598 (1,446)
100 (39)
63 (63)
0 (1) 108 (38)
American Street
215 (365)9 (6)
Stanislaus Street
Stanislaus Street
Market StreetMarket Street Market Street
California Street
Market Street
American Street
Market Street
0 (0)0 (0)
51 (17)
102 (135)
108 (64)
268 (190)
74 (32)
30 (25)
0 (0)
512 (263)
52 (32)
149 (178)
/S) & Main Street
Airport Way (N/S) & Main Street (E/W) Sierra Nevada Street (N/S) & Main Street (E/W)
N/S) & Main Street
D Street (N/S) & Main Street (E/W) E Street/Marsh Street (N/S) & Main Street (E/W)
S) & Main Street
David Street (N/S) & Main Street (E/W) Rendon Street (N/S) & Main Street (E/W)
e (N/S) & Main StreetCenter Street (N/S) & Market Street (E/W)
El Dorado Street (N/S) & Market Street
(E/W)
N/S) & Market StreetAmerican Street (N/S) & Market Street (E/W)
Stanislaus Street (N/S) & Market Street
(E/W)
# # # # #
# # # # #
# # # # #
# # # # #
Grant Str
Aurora Str
Union Str
16 (25)16 (31)
Pilgrim Str
Airport W
15 (17)662 (749)6 (5)34 (38)9 (7)66 (76)0 (5)11 (20)
7 (11)
6 (7)
130 (124) 126 (75) 119 (78) 145 (97)
4 (1) 14 (15) 5 (15)
9 (15) 12 (13) 9 (18)
Main Street
Grant Street
Main Street
Aurora Street
Main Street
Union Street
Main Street
Main Street Main Street Main Street Main Street
24 (12) 103 (96)
9 (10)
43 (21)
Pilgrim Street
Main Street
Airport Way
3 (8)
9 (13)7 (16)
90 (108)
Wilson Way
Market Street
Washington Street
20 (29)648 (933)
Lafayette Street
D Street
0 (0)7 (8)0 (0)0 (0)0 (0)9 (14)0 (2)0 (1)42 (15)4 (3)
209 (183)
115 (107)
145 (126) 0 (378) 429 (326) 393 (333)
0 (1) 2 (1) 0 (12)
0 (0) 16 (15) 18 (25)
6 (8)
Main Street
Wilson Way
Main Street
Market Street
Main Street
B Street
Main Street
Main Street Main Street Main Street Main Street
0 (0) 0 (0) 0 (0)
3 (5)
32 (27)
730 (936)
Lafayette Street
Main Street
13 (11)
10 (4)
17 (31)
3 (9)
23 (28)
0 (2)
30 (38)
36 (40)
F Street
Filbert Street
Burkett Street
18 (32) 4 (9)
247 (416) 232 (394) 270 (450)
3 (3)4 (2)
Shasta Street
David Street
2 (3)9 (5)0 (1)5 (17)54 (71)26 (35)242 (390)13 (7)2 (0)5 (5)2 (5)0 (1) 10 (12)
18 (31)
409 (331) 381 (319) 604 (543) 620 (556)
250 (237) 12 (11) 5 (10)
5 (2) 13 (11) 4 (5)
3 (2)
Main Street
Alma Street
Main Street
Filbert Street
Main Street
Burkett Street
Main Street
Main Street Main Street Main Street Main Street
12 (17) 49 (49) 5 (10)
19 (17)
0 (2)2 (0)
13 (17)
13 (13) 55 (55)
Shasta Street
Main Street
David Street
9 (5)1 (0)
5 (12)
1 (8)
9 (8)2 (2)
6 (16)
2 (8)
Golden Gate Avenue
Windsor Avenue
Netherton Avenue
0 (1) 4 (16) 14 (30) 5 (15) 6 (10)
270 (458) 228 (397) 428 (723) 434 (720) 440 (715) 7 (8) 32 (30) Broadway Avenue Center Street
12 (13)13 (7)3 (2)6 (4)61 (48)18 (12)19 (27)49 (14)5 (5)24 (13)1,169 (1,771) 5 (9)
87 (62)
514 (414) 597 (471) 548 (441) 514 (446)
3 (4) 3 (5) 51 (16)
13 (4) 29 (38) 12 (10)
166 (56)
Main Street
Golden Gate Avenue
Main Street
Windsor Avenue
Main Street
Netherton Avenue
Main Street
Main Street Main Street Main Street Main Street
8 (11) 1 (0) 5 (5)
4 (11)
74 (128)
17 (23)44 (81)
3 (8) 2 (7)
Broadway Avenue
Market Street
Center Street
3 (12)
3 (2)
6 (11)
11 (21)
7 (6)
52 (67)
105 (26)
Hunter Street
S San Joaquin Street
Sutter Street
92 (190) 15 (26) 4 (27) 5 (6) 44 (58)
345 (510) 376 (581) 358 (529) 313 (559) 63 (63) 84 (36) 62 (32) 99 (129) 25 (15) 95 (124) 4 (18) 214 (247) 34 (31) California Street 0 (1) 108 (38) American Street
Market Street
Hunter Street
Market Street
S San Joaquin Street
Market Street
Sutter Street
Market Street
Market Street Market Street Market Street Market Street 170 (118) 39 (48)
22 (18)
29 (24)
66 (21)
California Street
Market Street
American Street
268 (190)
74 (32)
30 (25)
102 (112)
16 (41)
16 (27)
66 (13) 36 (36) 80 (30) 14 (18) 0 (0)
141 (106) 122 (105) 89 (121) 78 (131) 149 (178)
Wilson Way (N/S) & Main Street (E/W) Market Street (N/S) & Main Street (E/W)
B Street/Washington Street (N/S) &
Main Street (E/W)
Lafayette Street (N/S) & Main Street
(E/W) D Street (N/S) & Main S
Alma Street/F Street (N/S) & Main
Street (E/W) Filbert Street (N/S) & Main Street (E/W) Burkett Street (N/S) & Main Street(E/W) Shasta Street (N/S) & Main Street
(E/W) David Street (N/S) & Ma
Golden Gate Avenue (N/S) & Main
Street (E/W)
Windsor Avenue (N/S) & Main Street
(E/W)
Netherton Avenue (N/S) & Main Street
(E/W)
Broadway Avenue (N/S) & Main Street
(E/W)
Center Street (N/S) & M
(E/W)
Hunter Street (N/S) & Market Street
(E/W)
S San Joaquin Street (N/S) & Market
Street (E/W)
Sutter Street (N/S) & Market Street
(E/W)
California Street (N/S) & Market Street
(E/W)
American Street (N/S) &
(E/W)
J:\JURISDICTION\S\Stockton\011-101 Main St Complete Streets\Graphics\Source\Graphics Tool (36 Ints) v4.2.0 25SEPT2023.xlsm # # # #
# # # #
# # # #
# # # #
Union Str
Pilgrim Str
Airport W
Sierra Nevada St
15 (17)662 (749)
64 (61)
9 (7)66 (76)0 (5)11 (20)
35 (41)9 (30)
12 (40)
126 (75) 119 (78) 145 (97) 126 (93) 195 (154)
4 (1) 14 (15) 5 (15)
9 (15) 12 (13) 9 (18)
11 (32)33 (49)
Sierra Nevada Street
Main Street
Aurora Street
Main Street
Union Street
Main Street
Main Street Main Street Main Street Main Street 24 (12) 103 (96) Pilgrim Street
Main Street
Airport Way
Main Street
18 (10)
788 (869)
3 (8)
9 (13)7 (16)
90 (108)
Washington Street
17 (9)
17 (37)
Lafayette Street
D Street
Marsh Street
0 (0)7 (8)
5 (15)
9 (14)0 (2)0 (1)42 (15)4 (3)
0 (0)12 (18)
42 (37)
0 (378) 429 (326) 393 (333) 425 (370) 395 (332)
0 (1) 2 (1) 0 (12)
0 (0) 16 (15) 18 (25)
6 (8)10 (25)3 (8)28 (51)
E Street
Main Street
Market Street
Main Street
B Street
Main Street
Main Street Main Street Main Street Main Street 0 (0) 0 (0) 0 (0) 3 (5)
Lafayette Street
Main Street Main Street
16 (6)
239 (428)
1 (0)
13 (11)
10 (4)
17 (31)
3 (9)
23 (28)
0 (2)
30 (38)
36 (40)
Burkett Street
18 (32) 4 (9)
0 (4)0 (3)
10 (18)
247 (416) 232 (394) 270 (450)
Shasta Street
David Street
Rendon Street
2 (3)9 (5)0 (1)
5 (8)
13 (7)2 (0)5 (5)2 (5)0 (1)
3 (4)8 (18)
9 (12)
381 (319) 604 (543) 620 (556) 610 (556) 595 (533)
250 (237) 12 (11) 5 (10)
5 (2) 13 (11) 4 (5)
3 (2)18 (12)1 (3)13 (6)
Rendon Street
Main Street
Filbert Street
Main Street
Burkett Street
Main Street
Main Street Main Street Main Street Main Street 12 (17) 49 (49) 5 (10) 19 (17)
Shasta Street
Main Street
David Street
Main Street
10 (11)
1 (1)4 (1)
11 (10)
419 (679)
12 (34)
9 (5)1 (0)
5 (12)
1 (8)
9 (8)2 (2)
6 (16)
2 (8)
Netherton Avenue
14 (30) 5 (15) 6 (10)
11 (16)
3 (4)
3 (11)
428 (723) 434 (720) 440 (715)
Broadway Avenue
Center Street
61 (48)18 (12)19 (27)49 (14)5 (5)24 (13)1,169 (1,771)
El Dorado Street
597 (471) 548 (441) 514 (446)
3 (4) 3 (5) 51 (16)
13 (4) 29 (38) 12 (10)
166 (56)
El Dorado Street
Market Street
Windsor Avenue
Main Street
Netherton Avenue
Main Street
Main Street Main Street Main Street Market Street 8 (11) 1 (0) 5 (5) 4 (11)
Broadway Avenue
Market Street
Center Street
Market Street
96 (67)
115 (81)
3 (12)
3 (2)
6 (11)
11 (21)
7 (6)
52 (67)
105 (26)
Sutter Street
4 (27) 5 (6) 44 (58)
1,598 (1,446)
100 (39)
358 (529) 313 (559) 63 (63)
95 (124) 4 (18) 214 (247) 34 (31) California Street 0 (1) 108 (38) American Street
215 (365)9 (6)
Stanislaus Street
Stanislaus Street
Market Street
S San Joaquin Street
Market Street
Sutter Street
Market Street
Market Street Market Street Market Street Market Street 170 (118) 39 (48) 22 (18)
California Street
Market Street
American Street
Market Street
0 (0)0 (0)
51 (17)
102 (135)
108 (64)
268 (190)
74 (32)
30 (25)
102 (112)
16 (41)
16 (27)
80 (30) 14 (18) 0 (0)
512 (263)
52 (32)
89 (121) 78 (131) 149 (178)
S) & Main StreetB Street/Washington Street (N/S) &
Main Street (E/W)
Lafayette Street (N/S) & Main Street
(E/W) D Street (N/S) & Main Street (E/W) E Street/Marsh Street (N/S) & MainStreet (E/W) ) & Main Street (E/W) Burkett Street (N/S) & Main Street (E/W)
Shasta Street (N/S) & Main Street
(E/W) David Street (N/S) & Main Street (E/W) Rendon Street (N/S) & Main Street (E/W) (N/S) & Main StreetNetherton Avenue (N/S) & Main Street (E/W)
Broadway Avenue (N/S) & Main Street
(E/W)
Center Street (N/S) & Market Street
(E/W)
El Dorado Street (N/S) & Market Street
(E/W)
eet (N/S) & MarketSutter Street (N/S) & Market Street
(E/W)
California Street (N/S) & Market Street
(E/W)
American Street (N/S) & Market Street
(E/W)
Stanislaus Street (N/S) & Market Street
(E/W)
\Graphics Tool (36 Ints) v4.2.0 25SEPT2023.xlsm
# #
Golden Gate Aven
7 (8) 32 (30) 12 (13)13 (7)3 (2)6 (4)
5 (9)
87 (62)
514 (414)
Main Street
Golden Gate Avenue
Main Street
Main Street
74 (128)
17 (23)44 (81)
3 (8) 2 (7
Hunter Street
92 (190) 15 (26
345 (510) 376 (581
84 (36) 62 (32) 99 (129) 25 (15)
Market Street
Hunter Street
Market Street
Market Street
29 (24)
66 (21
66 (13) 36 (36
141 (106) 122 (105
Hunter Street (N/S) & Market Street
(E/W)
S San Joaq
Street (E/W
J:\JURISDICTION\S\Stockton\011-101 Main St Complete Streets\Graphic TJKM Transportation Consultants
Fig 9b Ex +p Vol
12:09 PM
1 2
7 8
Grant Street
5 (10) 9 (26)36 (53)4 (8)
Market Street
Grant Street
Market Street
Market Street
8 (2)0 (5)
52 (24) 9 (26
Wilson Way
0 (2) 15 (21
110 (149) 96 (128
623 (814) 118 (188)
Market Street
Wilson Way
Market Street
Market Street
686 (850)
63 (112)
15 (38)
50 (75) 16 (12
148 (262) 312 (574
Grant Street (N/S) & Market Street
(E/W)
Aurora Str
(E/W)
Wilson Way (N/S) & Market Street
(E/W)
Eugenia St
(E/W)
TJKM Transportation Consultants
Fig 9b Ex +p Vol
12:09 PM
1 2 3 4
7 8 9 0
Grant Street Aurora Street Union Street 5 (10)
9 (26)36 (53)4 (8)39 (91)15 (16)4 (8)13 (15)
Market Street
Grant Street
Market Street
Aurora Street
Market Street
Union Street
Market Street
Market Street Market Street Market Street
102 (115) 9 (28)
8 (17)
8 (2)0 (5)
52 (24) 9 (26)
90 (87)
8 (27)
6 (11
Wilson Way
Della Street
0 (2) 15 (21) 5 (7) 2 (3
110 (149) 96 (128) 88 (166) 108 (196
623 (814) 118 (188) 54 (44) 5 (34)
Market Street
Wilson Way
Market Street
Eugenia Street
Market Street
Della Street
Market Street Market Street Market Street 37 (42)
54 (55)
686 (850)
63 (112)
15 (38)
3 (1)2 (1)
50 (75) 16 (12) 12 (18)
148 (262) 312 (574) 264 (535)
Grant Street (N/S) & Market Street
(E/W)
Aurora Street (N/S) & Market Street
(E/W)
Union Street (N/S) & Market Street
(E/W)
Pilgrim Str
(E/W)
Wilson Way (N/S) & Market Street
(E/W)
Eugenia Street (N/S) & Market Street
(E/W)
Della Street (N/S) & Market Street
(E/W)

ATTACHMENT B
673
# # #
# # #
# # #
Lafayette Str
D Str
Marsh Str
0 (0)7 (8)
5 (15)
42 (15)4 (3)
0 (0)12 (18)
42 (37)
26) 393 (333) 425 (370) 395 (332)
0 (12)
18 (25)
6 (8)10 (25)3 (8)28 (51)
E Street
Main Street
Main Street
Main Street Main Street Main Street
Lafayette Street
Main Street Main Street
16 (6)
239 (428)
1 (0)
13 (11)
10 (4)
17 (31)
3 (9)
30 (38)
36 (40)
4 (9)
0 (4)0 (3)
10 (18)
232 (394) 270 (450)
Shasta Street
David Street
Rendon Street
2 (3)9 (5)0 (1)
5 (8)
2 (5)0 (1)
3 (4)8 (18)
9 (12)
43) 620 (556) 610 (556) 595 (533)
5 (10)
4 (5)
3 (2)18 (12)1 (3)13 (6)
Rendon Street
Main Street
Main Street
Main Street Main Street Main Street
Shasta Street
Main Street
David Street
Main Street
10 (11)
1 (1)4 (1)
11 (10)
419 (679)
12 (34)
9 (5)1 (0)
5 (12)
1 (8)
6 (16)
2 (8)
5 (15) 6 (10)
11 (16)
3 (4)
3 (11)
434 (720) 440 (715)
Broadway Avenue
Center Street
49 (14)5 (5)24 (13)1,169 (1,771)
El Dorado Street
41) 514 (446)
51 (16)
12 (10)
166 (56)
El Dorado Street
Market Street
Main Street
Main Street Main Street Market Street
Broadway Avenue
Market Street
Center Street
Market Street
96 (67)
115 (81)
3 (12)
3 (2)
6 (11)
52 (67)
105 (26)
5 (6) 44 (58)
1,598 (1,446)
100 (39)
313 (559) 63 (63)
214 (247) 34 (31) California Street 0 (1) 108 (38)
American Street
215 (365)9 (6)
Stanislaus Street
Stanislaus Street
Market Street
Market Street
rket Street Market Street Market Street
California Street
Market Street
American Street
Market Street
0 (0)0 (0)
51 (17)
102 (135)
108 (64)
268 (190)
74 (32)
30 (25)
16 (41)
16 (27)
14 (18) 0 (0)
512 (263)
52 (32)
78 (131) 149 (178)
eetShasta Street (N/S) & Main Street
(E/W) David Street (N/S) & Main Street (E/W) Rendon Street (N/S) & Main Street(E/W) n StreetBroadway Avenue (N/S) & Main Street
(E/W)
Center Street (N/S) & Market Street
(E/W)
El Dorado Street (N/S) & Market Street
(E/W)
reet California Street (N/S) & Market Street
(E/W)
American Street (N/S) & Market Street
(E/W)
Stanislaus Street (N/S) & Market Street
(E/W)
# # #
# # #
# # #
# # #
Pilgrim Stre
Airport W
Sierra Nevada Stre
15 (17)662 (749)
64 (61)
0 (5)11 (20)
35 (41)9 (30)
12 (40)
8) 145 (97) 126 (93) 195 (154)
) 5 (15)
) 9 (18)
11 (32)33 (49)
Sierra Nevada Street
Main Street
Main Street
Main Street Main Street Main Street
Pilgrim Street
Main Street
Airport Way
Main Street
18 (10)
788 (869)
3 (8)
7 (16)17 (9)
17 (37)
Lafayette Street
D Street
Marsh Street
0 (0)7 (8)
5 (15)
42 (15)4 (3)
0 (0)12 (18)
42 (37)
26) 393 (333) 425 (370) 395 (332)
0 (12)
) 18 (25)
6 (8)10 (25)3 (8)28 (51)
E Street
Main Street
Main Street
Main Street Main Street Main Street
Lafayette Street
Main Street Main Street
16 (6)
239 (428)
1 (0)
13 (11)
10 (4)
17 (31)
3 (9)
30 (38)
36 (40)
4 (9)
0 (4)0 (3)
10 (18)
232 (394) 270 (450)
Shasta Street
David Street
Rendon Street
2 (3)9 (5)0 (1)
5 (8)
2 (5)0 (1)
3 (4)8 (18)
9 (12)
43) 620 (556) 610 (556) 595 (533)
) 5 (10)
) 4 (5)
3 (2)18 (12)1 (3)13 (6)
Rendon Street
Main Street
Main Street
Main Street Main Street Main Street
Shasta Street
Main Street
David Street
Main Street
10 (11)
1 (1)4 (1)
11 (10)
419 (679)
12 (34)
9 (5)1 (0)
5 (12)
1 (8)
6 (16)
2 (8)
5 (15) 6 (10)
11 (16)
3 (4)
3 (11)
434 (720) 440 (715)
Broadway Avenue
Center Street
49 (14)5 (5)24 (13)1,169 (1,771)
El Dorado Street
41) 514 (446)
51 (16)
) 12 (10)
166 (56)
El Dorado Street
Market Street
Main Street
Main Street Main Street Market Street
Broadway Avenue
Market Street
Center Street
Market Street
96 (67)
115 (81)
3 (12)
3 (2)
6 (11)
52 (67)
105 (26)
5 (6) 44 (58)
1,598 (1,446)
100 (39)
313 (559) 63 (63)
214 (247) 34 (31) California Street 0 (1) 108 (38)
American Street
215 (365)9 (6)
Stanislaus Street
Stanislaus Street
Market Street
Market Street
rket Street Market Street Market Street
California Street
Market Street
American Street
Market Street
0 (0)0 (0)
51 (17)
102 (135)
108 (64)
268 (190)
74 (32)
30 (25)
16 (41)
16 (27)
14 (18) 0 (0)
512 (263)
52 (32)
78 (131) 149 (178)
/S) &Lafayette Street (N/S) & Main Street
(E/W) D Street (N/S) & Main Street (E/W) E Street/Marsh Street (N/S) & MainStreet (E/W) eetShasta Street (N/S) & Main Street
(E/W) David Street (N/S) & Main Street (E/W) Rendon Street (N/S) & Main Street(E/W) n StreetBroadway Avenue (N/S) & Main Street
(E/W)
Center Street (N/S) & Market Street
(E/W)
El Dorado Street (N/S) & Market Street
(E/W)
reet California Street (N/S) & Market Street
(E/W)
American Street (N/S) & Market Street
(E/W)
Stanislaus Street (N/S) & Market Street
(E/W)
#
#
#
#
Sierra Nevada Str
9 (30)
12 (40)
3) 195 (154)
11 (32)33 (49)
Sierra Nevada Street
Main StreetMain Street
Main Street
17 (9)
17 (37)
Marsh Street
12 (18)
42 (37)
70) 395 (332)
10 (25)3 (8)28 (51)
E Street
Main StreetMain Street
Main Street
16 (6)
239 (428)
1 (0)
0 (4)0 (3)
10 (18)
Rendon Street
8 (18)
9 (12)
56) 595 (533)
18 (12)1 (3)13 (6)
Rendon Street
Main StreetMain Street
Main Street
4 (1)
11 (10)
419 (679)
12 (34)
11 (16)
3 (4)
3 (11)
El Dorado Street
El Dorado Street
Market Streetrket Street
Market Street
96 (67)
115 (81)
1,598 (1,446)
100 (39)
215 (365)9 (6)
Stanislaus Street
Stanislaus Street
Market Streetrket Street
Market Street
0 (0)
51 (17)
102 (135)
108 (64)
512 (263)
52 (32)
/W) E Street/Marsh Street (N/S) & Main
Street (E/W)
et (E/W) Rendon Street (N/S) & Main Street
(E/W)
treetEl Dorado Street (N/S) & Market Street
(E/W)
et StreetStanislaus Street (N/S) & Market Street
(E/W)
X Study Intersection

LE G E N D
XX AM Peak Hour Volumes (XX) PM Peak Hour Volumes
N
12/2024
Main Street and Market Street
Figure 9c: Existing Plus Projecrt Conditions Peak Hour Traffic Volumes and Traffic Control # # # #
Netherton Ave
Broadway Aven
Center Str
61 (48)18 (12)19 (27)49 (14)5 (5)24 (13)1,169 (1,771
El Dorado Str
597 (471) 548 (441) 514 (446)
3 (4) 3 (5) 51 (16)
13 (4) 29 (38) 12 (10)
166 (56)
El Dorado Street
Market Street
Windsor Avenue
Main Street
Netherton Avenue
Main Street
Main Street Main Street Main Street Market Street 8 (11) 1 (0) 5 (5) 4 (11)
Broadway Avenue
Market Street
Center Street
Market Street
96 (67)
115 (81)
3 (12)
3 (2)
6 (11)
11 (21)
7 (6)
52 (67)
105 (26)
Sutter Street
4 (27) 5 (6) 44 (58)
1,598 (1,446)
100 (39)
358 (529) 313 (559) 63 (63)
95 (124) 4 (18) 214 (247) 34 (31) California Street 0 (1) 108 (38) American Street
215 (365)9 (6)
Stanislaus Street
Stanislaus Street
Market Street
S San Joaquin Street
Market Street
Sutter Street
Market Street
Market Street Market Street Market Street Market Street 170 (118) 39 (48) 22 (18)
California Street
Market Street
American Street
Market Street
0 (0)0 (0)
51 (17)
102 (135)
108 (64)
268 (190)
74 (32)
30 (25)
102 (112)
16 (41)
16 (27)
80 (30) 14 (18) 0 (0)
512 (263)
52 (32)
89 (121) 78 (131) 149 (178)
eet (N/S) & MarketSutter Street (N/S) & Market Street
(E/W)
California Street (N/S) & Market Street
(E/W)
American Street (N/S) & Market Street
(E/W)
Stanislaus Street (N/S) & Market Street
(E/W)
e\Graphics Tool (36 Ints) v4.2.0 25SEPT2023.xlsm
TJKM Transportation Consultants
Fig 9b Ex +p Vol
12:09 PM
1 2 3 4 5
7 8 9 0 0
Grant Street Aurora Street Union Street 5 (10) Pilgrim Street Airport Way 9 (26)36 (53)4 (8)39 (91)15 (16)4 (8)13 (15)591 (688)77 (97) Market Street
Grant Street
Market Street
Aurora Street
Market Street
Union Street
Market Street
Market Street Market Street Market Street Market Street 102 (115) 9 (28)
8 (17)
8 (2)0 (5)
52 (24) 9 (26)
Pilgrim Street
Market Street
Airport Way
8 (11)9 (10)
26 (23)
90 (87)
8 (27)
6 (11)
Wilson Way
Della Street
0 (2) 15 (21) 5 (7) 2 (3) 19 (22)
110 (149) 96 (128) 88 (166) 108 (196) 84 (160) 623 (814) 118 (188) 54 (44) 5 (34) Market Street
Wilson Way
Market Street
Eugenia Street
Market Street
Della Street
Market Street Market Street Market Street 37 (42)
54 (55)
686 (850)
63 (112)
15 (38)
3 (1)2 (1)
50 (75) 16 (12) 12 (18)
148 (262) 312 (574) 264 (535)
Grant Street (N/S) & Market Street
(E/W)
Aurora Street (N/S) & Market Street
(E/W)
Union Street (N/S) & Market Street
(E/W)
Pilgrim Street (N/S) & Market Street
(E/W)
Airport Way (N/S) & Ma
(E/W)
Wilson Way (N/S) & Market Street
(E/W)
Eugenia Street (N/S) & Market Street
(E/W)
Della Street (N/S) & Market Street
(E/W)
3 4 5 6
9 0 0 0
Union Street
Pilgrim Street Airport Way
Sierra Nevada Street
39 (91)15 (16)4 (8)13 (15)591 (688)77 (97)7 (26)24 (70) Sierra Nevada Street
Market Street
Aurora Street
Market Street
Union Street
Market Street
Market Street Market Street Market Street Market Street 102 (115) 9 (28) 8 (17)
Pilgrim Street
Market Street
Airport Way
Market Street
815 (845)
39 (53)
14 (23)
186 (284)
2 (5)
8 (11)9 (10)
26 (23)
90 (87)
8 (27)
6 (11)
Della Street
5 (7) 2 (3) 19 (22)
15 (20)15 (15)
88 (166) 108 (196) 84 (160)
54 (44) 5 (34)
Eugenia Street
Market Street
Della Street
Market Street Market Street 37 (42)
54 (55)
3 (1)2 (1)
12 (18)
264 (535)
S) & Market StreetUnion Street (N/S) & Market Street
(E/W)
Pilgrim Street (N/S) & Market Street
(E/W)
Airport Way (N/S) & Market Street
(E/W)
Sierra Nevada Street (N/S) & Market
Street (E/W)
/S) & Market StreetDella Street (N/S) & Market Street
(E/W)
TJKM Transportation Consultants
Fig 9b Ex +p Vol
12:09 PM
1 2 3
7 8 9
Grant Street Aurora Street Union Street 5 (10)
9 (26)36 (53)4 (8)39 (91)15 (16)
Market Street
Grant Street
Market Street
Aurora Street
Market Street
Union Street
Market Street Market Street
102 (115) 9 (28)
8 (17)
8 (2)0 (5)
52 (24) 9 (26)
Wilson Way
Della Street
0 (2) 15 (21) 5 (7)
110 (149) 96 (128) 88 (166)
623 (814) 118 (188) 54 (44) 5 (34)
Market Street
Wilson Way
Market Street
Eugenia Street
Market Street
Della Street
Market Street Market Street
37 (42)
54 (55)
686 (850)
63 (112)
15 (38)
50 (75) 16 (12) 12 (18)
148 (262) 312 (574) 264 (535)
Grant Street (N/S) & Market Street
(E/W)
Aurora Street (N/S) & Market Street
(E/W)
Union Street (N/S) & Ma
(E/W)
Wilson Way (N/S) & Market Street
(E/W)
Eugenia Street (N/S) & Market Street
(E/W)
Della Street (N/S) & Mar
(E/W)
5 6
0 0
Airport Way
Sierra Nevada Street
591 (688)77 (97)7 (26)24 (70)
Sierra Nevada Street
Market StreetMarket Street Market Street
Pilgrim Street
Market Street
Airport Way
Market Street
815 (845)
39 (53)
14 (23)
186 (284)
2 (5)
8 (11)9 (10)
26 (23)
19 (22)
15 (20)15 (15)
84 (160)
S) & Market StreetAirport Way (N/S) & Market Street
(E/W)
Sierra Nevada Street (N/S) & Market
Street (E/W)
37 38 39 40
41 42 43 44
45 ATTACHMENT B
674

Page 60 of 72 ends

BACKGROUND BUILD CONDITIONS
This scenario is identical to existing build conditions with the addition of project trips of the three residential developments as mentioned in background conditions.

INTERSECTION LEVEL OF SERVICE ANALYSIS – BACKGROUND BUILD CONDITIONS The results of the LOS analysis using the Synchro 12 software program for existing Build conditions are summarized in Table 14. LOS worksheets are provided in Appendix C.

Under this scenario, all of the study intersections operate at acceptable service levels (LOS D or better) during a.m., and p.m. peak hours, except at the following intersections:
 Main Street/American Street operates at unacceptable LOS E only during the a.m. peak hour
 Main Street/David Avenue operates at unacceptable LOS E only during the p.m. peak hour.  Main Street/Rendon Avenue operates at unacceptable LOS E only during the p.m. peak hour.

Table 14: Intersection Level of Service Analysis – Background Build Conditions # Intersection Peak
Hour
Existing Build Conditions Background Build Conditions Change Control Delay in Delay LOS Control Delay LOS
1 Main Street/S Hunter Street
AM
No Control
- -
No Control
- - -

PM - - - - -
2 Main Street/San Joaquin
Street
AM
Signal

14.8 B
Signal

17.2 B 2.4
PM 16.1 B 18.5 B 2.4
3 Main Street/Sutter Street
AM
Signal

16.7 B
Signal

16.6 B -0.1
PM 17.5 B 17.6 B 0.1
4 Main Street/California Street
AM
Signal

26.1 C
Signal

27.1 C 1.0
PM 27.1 C 27.7 C 0.6
5 Main Street/American Street
AM
Signal

49.8 D
Signal

66.4 E 16.6
PM 24.9 C 26.4 C 1.5
Mitigation: Optimize signal
timing
AM - - 25.8 C -
PM - - 26.4 C -
6 Main Street/Stanislaus Street
AM
Signal

10.7 B
Signal

11.0 B 0.3
PM 10.3 B 10.5 B 0.2
7 Main Street/Grant Street
AM Two-Way
Stop

10.9 B
Two-Way Stop

11.3 B 0.4
PM 10.6 B 10.8 B 0.2
8 Main Street/Aurora Street
AM Two-Way
Stop

11.7 B
Two-Way Stop

12.1 B 0.4
PM 10.7 B 10.9 B 0.2
9 Main Street/Union Street
AM
All-Way Stop

8.1 A
All-Way Stop

8.3 A 0.2
PM 7.9 A 8.0 A 0.1
10 Main Street/Pilgrim Street
AM Two-Way
Stop

10.5 B
Two-Way Stop

10.7 B 0.2
PM 10.2 B 10.4 B 0.2
11 Main Street/Airport Way
AM
Signal

7.4 A
Signal

8.3 A 0.9
PM 6.4 A 6.8 A 0.4
12 AM 11.0 B Two-Way Stop 11.3 B 0.3

ATTACHMENT B
675

Page 61 of 72 ends

# Intersection Peak
Hour
Existing Build Conditions Background Build Conditions Change Control Delay in Delay LOS Control Delay LOS
Main Street/Sierra Nevada
Street PM Two-Way Stop 11.2 B 11.3 B 0.1
13 Main Street/Wilson Way
AM
Signal

11.1 B
Signal

11.6 B 0.5
PM 8.9 A 9.2 A 0.3
14 Main Street/Market Street
AM
Roundabout

2.1 A
Roundabout

2.1 A 0.0
PM 2.0 A 2.0 A 0.0
15 Main Street/B Street
AM Two-Way
Stop

13.7 B
Two-Way Stop

14.1 B 0.4
PM 15.8 C 16.5 C 0.7
16 Main Street/C StreetLafayette Street
AM Two-Way
Stop

15.4 C
Two-Way Stop

16.0 C 0.6
PM 11.7 B 12.0 B 0.3
17 Main Street/D Street
AM
Signal

4.3 A
Signal

4.3 A 0.0
PM 4.5 A 4.6 A 0.1
18 Main Street/E Street-Marsh
Street
AM Two-Way
Stop

18.0 C
Two-Way Stop

18.9 C 0.9
PM 20.1 C 20.2 C 0.1
19 Main Street/F Street-Alma
Street
AM Two-Way
Stop

16.0 C
Two-Way Stop

16.5 C 0.5
PM 20.7 C 21.0 C 0.3
20 Main Street/Filbert Street
AM
Roundabout

5.4 A
Roundabout

5.5 A 0.1
PM 7.4 A 7.7 A 0.3
21 Main Street/Burkett Avenue
AM Two-Way
Stop

22.5 C
Two-Way Stop

23.4 C 0.9
PM 25.7 D 26.9 D 1.2
22 Main Street/Shasta Avenue
AM
Two-Way
Stop

21.9 C
Two-Way Stop

22.9 C 1.0
PM 23.5 C 24.6 C 1.1
Restripe westbound as shared
through+left lane and
exclusive right turn lane
AM 21.9 C 22.9 C -
PM 23.3 C 24.4 C -
23 Main Street/David Avenue
AM
Two-Way
Stop

22.8 C
Two-Way Stop

23.9 C 1.1
PM 37.4 E 40.0 E 2.6
Mitigation: Restripe
eastbound and westbound as
shared through+left lane and
shared through+right lane
AM 17.1 C 17.6 C -
PM 27.7 D 29.2 D -
24 Main Street/Rendon Avenue
AM
Two-Way
Stop

25.2 D
Two-Way Stop

26.4 D 1.2
PM 33.5 D 36.0 E 2.5
Restripe eastbound as shared
through+left lane and an
exclusive right turn lane
AM 24.8 C 19.7 C -
PM 32.5 D 26.6 D -
25 Main Street/Golden Gate
Avenue*
AM
Signal

10.7 B
Signal

12.4 B 1.7
PM 14.4 B 18.9 B 4.5
Convert the eastbound
pocket lane to full lane
AM - - 12.4 B -
PM - - 18.9 B -
26 Main Street/Windsor Avenue
AM Two-Way
Stop

17.8 C
Two-Way Stop

20.2 C 2.4
PM 19.4 C 23.0 C 3.6
27 Main Street/Netherton
Avenue
AM
Signal

10.8 B
Signal

10.9 B 0.1
PM 17.6 B 12.2 B -5.4
28 AM 22.6 C Two-Way Stop 27.8 D 5.2

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# Intersection Peak
Hour
Existing Build Conditions Background Build Conditions Change Control Delay in Delay LOS Control Delay LOS
Main Street/Broadway
Avenue PM Two-Way Stop 18.9 C 22.3 C 3.4
29 Market Street/Center Street
AM
Signal

10.6 B
Signal

10.7 B 0.1
PM 12.9 B 13.1 B 0.2
30 Market Street/El Dorado
Street
AM
Signal

12.8 B
Signal

13.0 B 0.2
PM 12.0 B 11.7 B -0.3
31 Market Street/Hunter Street
AM
All-Way Stop

9.2 A
All-Way Stop

9.3 A 0.1
PM 7.7 A 7.9 A 0.2
32 Market Street/San Joaquin
Street
AM
Signal

12.2 B
Signal

12.4 B 0.2
PM 9.6 A 10.2 B 0.6
33 Market Street/Sutter Street
AM
Signal

15.0 B
Signal

15.3 B 0.3
PM 13.1 B 14.2 B 1.1
34 Market Street/California
Street
AM
Signal

7.8 A
Signal

8.9 A 1.1
PM 9.0 A 10.2 B 1.2
35 Market Street/American
Street
AM
Signal

12.3 B
Signal

12.0 B -0.3
PM 6.6 A 6.2 A -0.4
36 Market Street/Stanislaus
Street
AM
Signal

12.7 B
Signal

12.7 B 0.0
PM 9.4 A 9.3 A -0.1
37 Market Street/Grant Street
AM Two-Way
Stop

11.4 B
Two-Way Stop

11.5 B 0.1
PM 10.4 B 10.7 B 0.3
38 Market Street/Aurora Street
AM Two-Way
Stop

11.0 B
Two-Way Stop

11.1 B 0.1
PM 11.2 B 11.5 B 0.3
39 Market Street/Union Street
AM Two-Way
Stop

10.3 B
Two-Way Stop

10.4 B 0.1
PM 11.4 B 11.7 B 0.3
40 Market Street/Pilgrim Street
AM Two-Way
Stop

10.1 B
Two-Way Stop

10.2 B 0.1
PM 10.3 B 10.6 B 0.3
41 Market Street/Airport Way
AM
Signal

5.1 A
Signal

5.4 A 0.3
PM 6.6 A 7.2 A 0.6
42 Market Street/Sierra Nevada
Street
AM Two-Way
Stop

10.7 B
Two-Way Stop

10.8 B 0.1
PM 12.7 B 13.0 B 0.3
43 Market Street/Wilson Way AM
Signal

13.2 B
Signal

13.6 B 0.4
PM 23.4 C 25.4 C 2.0
Mitigation: Restripe
eastbound as shared
through+left lane and shared
through+right lane and
optimize signal timings
AM 11.6 B 12.0 B -
PM 16.0 B 16.8 B -
44 Market Street/Eugenia Street
AM
Two-Way
Stop

10.5 B
Two-Way Stop

10.5 B 0.0
PM 13.1 B 13.4 B 0.3
Restripe eastbound as
exclusive through lane and
shared through+right lane,
and provide receiving lane
AM 9.5 A 9.6 A -
PM 10.7 B 10.8 B -
45 Market Street/Della Street
AM Two-Way
Stop

12.9 B
Two-Way Stop

13.0 B 0.1
PM 19.7 C 20.6 C 0.9

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Notes:

1. AM – morning peak hour, PM – afternoon peak hour

3. LOS – Level of Service.

4. Change in delay between existing build conditions and background build conditions Bold indicates unacceptable LOS and Delay
The peak-hour signal warrant from the California Manual of Uniform Traffic Control Devices (CA MUTCD) was evaluated for the unsignalized intersection of Main Street/David Avenue and Main Street/Rendon Avenue, operating at LOS E, to determine if a traffic signal is warranted. Under this scenario, the MUTCD peak hour signal warrant is not met for both the unsignalized intersections of Main Street/David Avenue and Main Street/Rendon Avenue during weekday a.m., and p.m. peak hour. Peak Hour Signal Warrant sheets are provided in Appendix D. 95TH PERCENTILE QUEUE ANALYSIS
TJKM conducted a vehicle queuing and turn lane storage analysis for study signalized intersections existing conditions. The 95th percentile queues were analyzed using the HCM Queue methodology contained in Synchro 12 software. Table 15 presents the existing queues (in feet) at the study signalized intersections. Appendix C contains the queue output worksheets for existing conditions.

Under existing conditions, the southbound left-turn movement at Main Street/Filbert Street & Market Street/Wilson Way for the a.m. and p.m. peak hours and westbound left-turn movement at Main Street/Golden Gate Avenue for the a.m. peak hour experiences queue lengths that exceed storage lengths.

Table 15: 95th Percentile Queueing Analysis – Background Build Conditions # Intersection Lane
Group
Storage
Length
Existing Build
Conditions
Background Build
Conditions
Background Build
Conditions
Mitigated

AM PM AM PM AM PM
1 Main Street/Hunter Street

EBR - - - - - - -

WBLT - - - - - - -
2 Main Street/San Joaquin Street
WBT - 60 69 79 83 - -
NBT - 43 22 44 22 - -
SBT - 65 44 67 45 - -
3 Main Street/Sutter Street
WBT - 33 54 56 67 - -
NBT - 36 56 36 56 - -
SBT - 41 38 41 38 - -
4 Main Street/California Street
WBT - 79 92 86 105 - -
NBT - 181 160 181 160 - -
SBT - 150 177 150 177 - -
5 Main Street/American Street
WBT - 141 98 156 110 137 110
NBT - 19 16 20 18 38 18
SBT - 27 14 27 14 33 14
SBR - 20 17 20 17 25 17
6 Main Street/Stanislaus Street WBT - 76 81 88 89 - -

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# Intersection Lane
Group
Storage
Length
Existing Build
Conditions
Background Build
Conditions
Background Build
Conditions
Mitigated

AM PM AM PM AM PM
NBT - 67 38 67 38 - -
SBT - 42 59 42 59 - -
7 Main Street/Grant Street
NBLT - 10 5 10 5 - -
SBTR - 5 10 5 10 - -
8 Main Street/Aurora Street
NBLT - 25 15 25 15 - -
SBTR - 10 5 8 5 - -
9 Main Street/Union Street
NBLT - 15 15 13 13 - -
SBTR - 10 10 10 8 - -
WBLTR - 15 5 20 13 - -
10 Main Street/Pilgrim Street
NBLT - 5 5 3 3 - -
SBTR - 5 5 3 3 - -
WBLTR - 0 0 0 0 - -
11 Main Street/Airport Way
NBLT - 11 11 169 150 - -
SBTR - 115 130 11 11 - -
WBLTR - 177 156 115 130 - -
12 Main Street/Sierra Nevada Street
NBLT - 5 10 5 8 - -
SBTR - 5 10 5 10 - -
WBLTR - 0 5 0 3 - -
13 Main Street/Wilson Way
WBT - 195 179 213 191 - -
WBR 215 53 72 53 72 - -
NBL 70 34 20 33 20 - -
NBT - 213 283 213 282 - -
SBTR - 112 176 112 176 - -
14 Main Street/Market Street
WBTR - 65 50 70 50 - -
NBT - 0 0 0 0 - -
SBT - 10 5 10 5 - -
15 Main Street/B Street
NBLTR - 10 15 10 18 - -
SBLTR - 0 5 3 3 - -
EBL - 0 0 0 0 - -
WBL - 0 0 0 0 - -
16 Main Street/Lafayette Street
NBLTR - 10 5 10 - - -
SBLTR - 10 5 8 - - -
EBL - 5 5 3 3 - -
WBL - 0 5 0 3 - -
17 Main Street/D Street
EBLT - 46 80 48 87 - -
WBTR - 75 65 80 69 - -
SBLR - 11 12 11 13 - -
18 Main Street/Marsh Street-E
Street
NBLTR - 0 5 0 - - -
SBLTR - 15 25 15 25 - -
EBL - 5 0 3 0 - -
WBL - 0 5 0 3 - -
19 Main Street/Alma Street NBLTR - 5 5 3 - - -

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# Intersection Lane
Group
Storage
Length
Existing Build
Conditions
Background Build
Conditions
Background Build
Conditions
Mitigated

AM PM AM PM AM PM
SBLTR - 5 10 3 8 - -
EBL - 0 5 0 0 - -
WBL - 0 0 0 3 - -
20 Main Street/Filbert Street
EBT - 55 155 60 175 - -
WBT - 140 115 150 120 - -
NBT - 15 30 15 30 - -
SBL 50 70 155 75 160 - -
SBT - 70 155 75 160 - -
21 Main Street/Burkett Avenue
NBLTR - 10 15 8 13 - -
SBLTR - 5 5 5 5 - -
EBL - 5 5 3 3 - -
WBL - 0 0 0 0 - -
22 Main Street/Shasta Avenue
NBLTR - 5 10 5 8 5 8
SBLTR - 5 5 3 5 3 5
EBL - 0 0 0 0 0 0
WBL - 0 0 0 0 0 0
23 Main Street/David Avenue
NBLTR - 5 10 8 10 5 8
SBLTR - 5 5 3 3 3 3
EBL - 0 0 0 0 0 0
WBL - 0 0 0 0 0 0
24 Main Street/Rendon Avenue
NBLTR - 10 20 8 20 5 15
SBLTR - 10 10 13 10 8 8
EBL - 0 0 0 0 0 0
WBL - 0 5 0 3 0 3
25 Main Street/Golden Gate
Avenue
EBL 95 10 21 11 22 11 22
EBT - 288 590 324 687 324 686
WBL 95 41 40 101 84 101 84
WBT - 320 246 331 264 331 263
NBT - 89 161 112 212 112 212
SBT - 45 52 51 54 51 54
26 Main Street/Windsor Avenue
NBLTR - 5 5 5 5 - -
SBLTR - 5 5 5 3 - -
EBL - 0 0 0 0 - -
WBL - 0 0 0 0 - -
27 Main Street/Netherton Avenue
EBL 90 12 20 12 21 - -
EBT - 220 311 236 414 - -
WBL 90 43 45 44 47 - -
WBT - 309 232 385 268 - -
NBT - 38 40 39 42 - -
SBT - 52 43 53 46 - -
28 Main Street/Broadway Avenue
NBLTR - 5 10 5 10 - -
SBLTR - 30 10 40 10 - -
EBL - 10 5 10 3 - -

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# Intersection Lane
Group
Storage
Length
Existing Build
Conditions
Background Build
Conditions
Background Build
Conditions
Mitigated

AM PM AM PM AM PM
WBL - 0 0 0 0 - -
29 Market Street/Center Street
EBT - 65 78 74 95 - -
SBT - 169 281 169 281 - -
30 Market Street/El Dorado Street
EBT - 169 64 174 64 - -
NBT - 236 200 236 200 - -
31 Market Street/Hunter Street
EBT - 35 10 38 15 - -
NBR - 5 5 5 3 - -
SBL - 15 5 13 5 - -
SBT - 15 5 15 5 - -
32 Market Street/San Joaquin
Street
EBT - 125 77 130 93 - -
NBT - 35 28 35 28 - -
SBT - 8 7 8 7 - -
33 Market Street/Sutter Street
EBT - 85 89 92 108 - -
NBT - 55 59 55 59 - -
NBR - 6 13 6 13 - -
SBT - 5 20 5 20 - -
34 Market Street/California Street
EBT - 27 56 28 56 - -
NBT - 111 74 111 74 - -
SBT - 2 0 2 0 - -
35 Market Street/American Street
EBT - 59 39 59 40 - -
SBT - 75 24 73 24 - -
36 Market Street/Stanislaus Street
EBT - 140 47 140 48 - -
NBT - 106 55 106 55 - -
SBT - 18 32 18 32 - -
37 Market Street/Grant Street
NBTR - 5 0 3 0 - -
SBLT - 5 5 3 5 - -
EBL - 5 5 3 3 - -
38 Market Street/Aurora Street
NBTR - 20 20 18 20 - -
SBLT - 5 10 5 8 - -
EBL - 0 5 0 3 - -
39 Market Street/Union Street
NBTR - 15 15 13 15 - -
SBLT - 10 15 8 15 - -
EBL - 0 0 0 - - -
40 Market Street/Pilgrim Street
NBTR - 5 5 3 3 - -
SBLT - 5 5 3 3 - -
EBL - 0 0 0 - - -
41 Market Street/Airport Way
EBT - 113 161 119 182 - -
NBT - 159 167 159 167 - -
SBT - 55 69 54 68 - -
42 Market Street/Sierra Nevada
Street
NBTR - 5 5 3 5 - -
SBLT - 5 15 5 18 - -
EBL - 0 0 0 0 - -
43 Market Street/Wilson Way
EBT - 156 348 171 383 95 159
NBT - 211 286 211 286 233 346

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# Intersection Lane
Group
Storage
Length
Existing Build
Conditions
Background Build
Conditions
Background Build
Conditions
Mitigated

AM PM AM PM AM PM
SBL 90 126 221 126 220 80 111
SBT - 153 205 154 206 42 51
44 Market Street/Eugenia Street
NBR - 10 10 5 8 5 5
EBTR - 0 0 - - 0 0
45 Market Street/Della Street
NBTR - 0 0 0 0 - -
SBLT - 10 25 10 28 - -
EBL - 0 5 - 3 - -
Notes: Storage length and 95th percentile queue is expressed in feet per lane.

AM – morning peak hour, PM – afternoon peak hour
L – left turn, T – through, R- right turn
# - indicates 95th percentile volume exceeds capacity, queue may be longer.

Bold indicates queue lengths exceeding capacity.

SUGGESTED IMPROVEMENTS
The intersections with unacceptable operating conditions were further analyzed to identify changes that would improve their conditions and reduce their delay under background Build conditions. In addition to this, mitigation measures were also identified at some of the intersections where there are some significant queues that were observed during the SimTraffic simulation under background Build conditions. The improvements and their effects on intersection operating conditions are summarized in Error! Reference source not found., & Table

15. Detailed calculation sheets for existing Build conditions with mitigations are contained in Error! Reference source not found..

Main Street/American Street (Study Intersection 5):

The signal timing at the Main Street/American Street intersection needs to be optimized to maintain an acceptable level of service due to road diet and increased traffic. Once optimized, the intersection is expected to operate at Level of Service (LOS) C, with a delay of 25.8 seconds per vehicle. Synchro results are attached in Appendix C.

Main Street/David Avenue (Study Intersection 23):

Mitigation measures at this intersection include the roadway improvements such as “Restripe eastbound and westbound as shared through+left lane and shared through+right lane. These measures would reduce intersection delay to acceptable LOS. Proposed lane configuration would be provided for the Main Street segment between Shasta Avenue and Rendon Avenue. On-street parking would be prohibited on both the sides for this section of segment to reduce the congestion at these intersections. Table 14 shows the improvements at Main Street/Shasta Avenue (Study Intersection 22), Main Street/Rendon Avenue (Study Intersection 24), and Main Street/Golden Gate Avenue (Study Intersection 25).

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 Intersection 22: Main Street/Shasta Avenue
o Restripe westbound as shared through+left lane and exclusive right turn lane  Intersection 23: Main Street/David Avenue
o Restripe eastbound and westbound as shared through+left lane and shared through+right lane
 Intersection 24: Main Street/Rendon Avenue
o Restripe eastbound as shared through+left lane and an exclusive right turn lane  Intersection 25: Main Street/Golden Gate Avenue
o Convert the eastbound pocket lane to full lane
Market Street/Wilson Way (Study Intersection 43):

Main Street/Wilson Way intersection operating at acceptable level of service. However, some significant queues may appear due to single lane and pedestrians blocking left/right turns. In order to reduce the congestion, lane configuration changes and signal timing optimization might help. Due to this, some improvement measures were also proposed at Main Street/Eugenia Street.

These mitigations are feasible but could potentially lead to an increase in crashes at intersections due to right of way limitations and the addition of bike lanes. Recommended signage and lane markings should be implemented to reduce collisions.
 Intersection 43: Market Street/Wilson Way
o Restripe eastbound as shared through+left lane and shared through+right lane and optimize signal timings.
 Intersection 44: Market Street/Eugenia Street
o Restripe eastbound as an exclusive through lane and shared with through+right lane, and provide a receiving lane.

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EVALUATION OF RRFB AND PHB AT MAIN STREET/ D STREET INTERSECTION TJKM conducted a warrant analysis to determine pedestrian safety enhancement devices such as Rectangular Rapid Flashing Beacon (RRFB), and Pedestrian Hybrid Beacon (PHB) at Main Street/D Street intersection. TJKM evaluated the feasibility of pedestrian crossing safety enhancements at this location, including High Intensity Activated Crosswalk (HAWK) signal (or Pedestrian Hybrid Beacon (PHB)) and Rectangular Rapid Flashing Beacon (RRFB) systems. To enhance pedestrian safety and evaluate appropriate enhancements, Section 4F.01 and 4N.01 of the 2014 Revision 8 California Manual on Uniform Traffic Control Devices (CA MUTCD) was used. The following is a brief description of various pedestrian safety measures:

High Intensity Activated Crosswalk (HAWK) Signal
A HAWK signal, or a Pedestrian Hybrid Beacon (PHB), is a special type of hybrid beacon used to warn and control traffic at an uncontrolled location to assist pedestrians in crossing a street at a marked crosswalk. This type of pedestrian activated traffic control device has a higher compliance rate compared to In-Roadway Warning Lights (IRWL) and RRFB systems.

Rectangular Rapid Flashing Beacon (RRFB)
The RRFB uses rectangular-shaped high intensity lightemitting-diode (LED) based indicators, flashes rapidly in a combination wig-wag and simultaneous flash pattern, and may be mounted immediately adjacent to the crossing sign.

Research studies have shown this type of pedestrian activated traffic control device has a higher compliance rate than IRWL systems.

HIGH INTENSITY ACTIVATED CROSSWALK (HAWK) SIGNAL WARRANT Chapter 4F of the CA MUTCD describes the guidelines for application of HAWK signals. The following refers to the warrant applicable to the study area:
 For a major street where the posted or statutory speed limit or the 85th-percentile speed is 35 mph or less, the need for a pedestrian hybrid beacon should be considered if the engineering study finds that the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding total of all pedestrians crossing the major street for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in Figure 4F-1 for the length of the crosswalk.

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Figure 10 is a screenshot of Figure 4F-1 of the CA MUTCD which was used for the HAWK warrant.

Detailed HAWK signal warrant guidelines are contained in Appendix D.

Source: CA MUTCD 2014 Edition Revision 8 (January 11,2024) Table 16 shows Pedestrian Hybrid Beacon (PHB) warrant analysis with the max hourly vehicle and pedestrian volume. Appendix D contains the detailed graph of the PHB analysis.

Table 16: PHB Warrant Analysis
# Intersection Crosswalk
Leg
Pedestrian
crossing major
street per hour
Total vehicular volume
for both approaches
per hour1
Crosswalk
Length
(ft.)
HAWK
Signal
Warrant
1 Main Street/D Street East 4 805 60 Not Met
North 5 16 45 Not Met

RECTANGULAR RAPID FLASHING BEACON (RRFB) WARRANT
City of Stockton Pedestrian Safety and Crosswalk Installation Guidelines (2020 Update) with regard to installing a RRFB. For the purpose of this analysis, the In-Roadway Warning Lights warrant criteria in Chapter 4N of the CAMUTCD is used to warrant for RRFB’s. The following are the applicable standards listed in Section 4N.02 (Line 14) to consider for the IRWL warrant in the study area:

1. Whether the crossing is controlled or uncontrolled.

2. An engineering traffic study to determine if In-Roadway Warning Lights are compatible with the safety and operation of nearby intersections, which may or may not be, controlled by traffic signals or STOP/YIELD signs.

3. Standard traffic signs for crossings and crosswalk pavement markings are provided.

Figure 10: Pedestrian Hybrid Beacons Guidelines for Low-Speed Roadways

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4. At least 40 pedestrians regularly use the crossing during each of any two hours (not necessarily consecutive) during a 24-hour period.

5. The vehicular volume through the crossing exceeds 200 vehicles per hour in urban areas or 140 vehicles per hour in rural areas during peak-hour pedestrian usage.

6. The critical approach speed (85th percentile) is 45 mph or less.

7. In-Roadway Warning Lights are visible to drivers at the minimum stopping sight distance for the posted speed limit.

8. Public education on In-Roadway Warning Lights is conducted for new installations.

Table 17 shows Rectangular Rapid Flashing Beacon (RRFB) warrant analysis with the maximum hourly vehicle and pedestrian volume. Detailed Guidelines are contained in Appendix D.

Table 17: RRFB Warrant Analysis
# Intersection Crosswalk
Leg
Pedestrian crossing
major street per hour
Total vehicular volume for
both approaches per
hour1
RRFB
Signal
Warrant
1 Main Street/D Street East 4 805 Not Met
North 5 16 Not Met

EVALUATION OF RRFB OR HAWK AT FAIR OAKS LIBRARY
TJKM did a qualitative analysis of RRFB and HAWK at the existing pedestrian signal crossing at Fair Oaks Library on Main Street. Currently, there is a pedestrian signal operating for crossing the pedestrians and as well as bicycles. There are collisions along Main Street nearby the library but none of them involve pedestrian or bike collisions over a period of 2015-2022. Existing signal present at the midblock crossing is safer than providing RRFB or HAWK. However in future, a detailed analysis should be conducted to see the feasibility to provide RRFB or HAWK.

SUMMARY
The results of the analysis on Main Street and Market Street are summarized here:
 Collision Analysis – during the eight year period, there were 371 collisions, 349 of which occurred at intersections. Broadside (219 collisions, 63 %) and rear-end (49 collisions, 14%) collisions were the most common collisions types at intersections. 72% of collisions at intersections resulted in complaint of pain (250 collisions). Traffic signals and signs violations (124 collisions, 36%), Automobile right-of-way (86 collisions, 25 %) and unsafe speeding (54 collisions, 15%) were the most common collision factors. Market Street/Airport Way, Main Street/Filbert Street, Main Street/Airport Way, Main Street/Wilson Way, and Market Street/Wilson Way experienced the highest number of collisions. 22 out of the 45 study intersections experienced a collision rate higher than the Caltrans’ 2021 statewide average.

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 Vehicle-pedestrian collisions accounted for 9% (30 collisions) and vehicle-bicycle collisions accounted for 4% (15 collisions) of all collisions.
 Intersection Level of Service – under existing conditions, all of the study intersections operate at acceptable service levels (LOS D or better) during a.m., and p.m. peak hours.

Under existing build conditions, all of the study intersections operate at acceptable service levels (LOS D or better) during a.m., and p.m. peak hours, except at Main Street/David Avenue operates at unacceptable LOS E only during the p.m. peak hour. Under background conditions, all of the study intersections operate at acceptable service levels (LOS D or better) during a.m., and p.m. peak hours. Under background build conditions, Main Street/American Street during a.m. peak hour, Main Street/David Avenue during p.m. peak hour, and Main Street/Rendon Avenue during p.m. peak hour, operates at unacceptable LOS E, rest all the other intersection are under acceptable level of service (LOS D or better).
 Main Street/American Street needs optimizing signal timing. After the mitigation, it is expected to operate at acceptable level of service (LOS C).  Mitigation measures such as lane configuration changes were identified at Shasta Avenue, David Avenue, Rendon Avenue along Main Street to reduce the congestion. In addition to this, improvements were also suggested along Market Street at Wilson Way and Eugenia Street.
 Roadway Segment Level of Service – under existing conditions, all of the study roadway segments are operating at LOS C or better.
 95th percentile Queueing Analysis – under existing conditions, the southbound left turn movement at Main Street/Filbert Street and Market Street/Wilson Way experiences queue lengths that exceed storage lengths for the a.m. and p.m. peak hours. Under existing build conditions and background conditions, queue length exceeds the available storage length of roadway. Under background build conditions, additional westbound left-turn lane at Main Street/Golden Gate Avenue exceeds the available storage length.  At Main Street/D Street intersection, Pedestrian Hybrid Beacon and Rectangular Rapid Flashing Beacon is not warranted.

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APPENDIX A – COLLISION DATA SET

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Crash Data
CASE_ID ACCIDENT PROC_DATJURIS COLLISIONCOLLISIONOFFICER_I REPORTIN DAY_OF_WCHP_SHIFTPOPULATI CNTY_CITYSPECIAL_CBEAT_TYP CHP_BEATCITY_DIVISCHP_BEATBEAT_NUMPRIMARY_RD SECONDARY_RD DISTANCE DIRECTIONINTERSECTWEATHER WEATHER STATE_HWCALTRANSCALTRANSSTATE_ROROUTE_SUPOSTMILEPOSTMILE LOCATIONRAMP_INTSIDE_OF_HTOW_AWACOLLISIONNUMBER_NUMBER_PARTY_COPRIMARY_PCF_CODEPCF_VIOL_PCF_VIOLAPCF_VIOL_HIT_AND_TYPE_OF_ MVIW PED_ACTIOROAD_SU ROAD_CO ROAD_CO LIGHTING CONTROL_CHP_ROADPEDESTRIABICYCLE_AMOTORCYTRUCK_ACNOT_PRIVALCOHOL_STWD_VE CHP_VEHTCOUNT_SECOUNT_V COUNT_COCOUNT_P COUNT_P COUNT_B COUNT_B COUNT_MCOUNT_MPRIMARY_SECONDARLATITUDE LONGITUDCOUNTY CITY POINT_X POINT_Y 6292344 2015 ######## 3905 ######## 1214 1617 PAR 3 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N Y 1 1 0 3A ‐ 12 22450 N D ‐ AAH ‐ AA 0 YYA 1000000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.276 37.95395 6348009 2016 ######## 3905 ######## 1306 2525 PAR 3 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3 0 2 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 8011000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954396348028 2016 ######## 3905 ######## 1029 2063 CIV 5 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQSTOCKTON ‐121.29 37.95173 6348047 2016 ######## 3905 ######## 909 2525 CIV 3 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 3 N Y A ‐ N N 4 0 1 2D ‐ 0 NGBBAH ‐ A A 0Y Y ‐ ‐ 001010000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQSTOCKTON ‐121.287 37.95217 6348053 2016 ######## 3905 ######## 1802 2770 PAR 4 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4 0 2 2A ‐ 17 21451 A N D C A A H ‐ CA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954857158776 2015 ######## 3905 ######## 1438 2463 PAR 1 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y C ‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A B H ‐ AA 0 Y A 7002000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954827158794 2015 ######## 3905 ######## 905 1323 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y B ‐ N N 3 0 1 2A ‐ 12 21453 A N D D A B H ‐ AA 0 Y A 8010000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955367158941 2015 ######## 3905 ######## 1420 2063 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 3 3A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954397174848 2015 ######## 3905 ######## 456 2682 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 3 2A ‐ 9 21801 A N A C A A H ‐ CA 0 Y A 1003000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954397174959 2015 ######## 3905 ######## 1839 2438 CIV 5 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N N 3 0 4 2A ‐ 9 21801 A N D C A A H ‐ CA 0 Y A 1013000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.954047175638 2015 ######## 3905 ######## 1640 1323 CIV 5 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 0 Y A ‐ N N 4 0 3 2A ‐ 7 21658 A N B C A A H ‐ BA 0 Y D 22 0 0 3 0 0 0 0 0 0 ‐ ‐ 37.953 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.953067175658 2015 ######## 3905 ######## 1354 3452 PARK 3 5 6 3905 0 0 0 0 MARSH ST F ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21803 A N D C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95505 ‐121.254 SAN JOAQSTOCKTON ‐121.254 37.955267175768 2015 ######## 3905 ######## 1004 2063 PAR 4 5 6 3905 0 0 0 0 UNION ST MAIN ST 0 Y A B N Y 4 0 1 2A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95483 ‐121.277 SAN JOAQSTOCKTON ‐121.277 37.95497175808 2015 ######## 3905 ######## 1119 2463 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954397176151 2015 ######## 3905 ######## 2139 2678 PAR 5 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ CA 0 YYA 1001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954827198105 2016 ######## 3905 ######## 1715 2763 SEA 3 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 0 Y A ‐ N N 3 0 1 2A ‐ 12 21453 A N D C A B H ‐ CA 0 Y A 1010000000 ‐ ‐ 37.953 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.953067198114 2016 ######## 3905 ######## 938 1393 1 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 5 N Y C ‐ N N 4 0 1 2D ‐ 0 NGBBBH ‐ A A 0Y Y ‐ ‐ 001010000 ‐ ‐ 37.953 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.953067208567 2016 ######## 3905 ######## 1410 2277 PAR 4 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21802 A N D C A A H ‐ A A 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95445 ‐121.249 SAN JOAQSTOCKTON ‐121.249 37.954717208632 2016 ######## 3905 ######## 1328 2463 7 5 6 3905 0 0 0 0 PAR MAIN ST DELLA ST 30 E N A ‐ N N 4 0 1 2A ‐ 3 22350 M C C A A H ‐ A A 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95558 ‐121.269 SAN JOAQSTOCKTON ‐121.269 37.955728010211 2016 ######## 3905 ######## 1603 2463 CIV 1 5 6 3905 0 0 0 0 AURORA ST MARKET ST 0 Y B C N Y 2 0 2 3A ‐ 9 21802 A N D C A B H ‐ AA 0 Y Y A 1101000100 ‐ ‐ 37.95343 ‐121.279 SAN JOAQSTOCKTON ‐121.279 37.953488015489 2016 ######## 3905 ######## 1000 3674 CIV 4 5 6 3905 0 0 0 0 CALIFORNIA ST MARKET ST 0 Y B ‐ N N 2 0 2 2A ‐ 12 21453 A N H G A A H ‐ AA 0 Y Y L 4110000100 ‐ ‐ 37.95258 ‐121.284 SAN JOAQSTOCKTON ‐121.284 37.95268023470 2016 ######## 3905 ######## 1530 2536 2 5 6 3905 0 0 0 0 PAR AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N B C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398023667 2016 ######## 3905 ######## 1554 2770 PAR 5 5 6 3905 0 0 0 0 MARKET ST PILGRIM ST 0 Y A ‐ N Y 3 0 2 1A ‐ 3 22350 N E I A A H ‐ AD 0 Y A 1011000000 ‐ ‐ 37.95407 ‐121.275 SAN JOAQSTOCKTON ‐121.275 37.954178029009 2016 ######## 3905 ######## 1530 2759 CIV 5 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 6 W Y A ‐ N N 3 0 1 2A ‐ 17 21663 N H G A A H ‐ AA 0 Y Y L 4010000100 ‐ ‐ 37.953 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.953068029016 2016 ######## 3905 ######## 1611 2537 PAR 7 5 6 3905 0 0 0 0 WILSON WY MARKET ST 24 S Y A ‐ N N 4 0 1 2A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954768031688 2015 ######## 3905 ######## 1511 1315 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y B ‐ N Y 4 0 3 3A ‐ 5 21651 B N D C A A H ‐ AA 0 Y D 22 0 0 3 0 0 0 0 0 0 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955368050556 2016 ######## 3905 ######## 812 1315 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 64 N Y A ‐ N Y 3 0 2 4D ‐ 0 MC E A A H ‐ AD 0 Y ‐ ‐ 020000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955538050594 2016 ######## 3905 ######## 1614 2779 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 60 N Y A ‐ N N 3 0 2 3A ‐ 3 22350 N G B E A H ‐ A D 0Y Y A 8020020000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954558050637 2016 ######## 3905 ######## 1659 2529 PAR 5 5 6 3905 0 0 0 0 MAIN ST C ST 0 Y A ‐ N Y 3 0 4 2A ‐ 12 21453 A N A C A A H ‐ AA 0 Y A 1013000000 ‐ ‐ 37.95516 ‐121.262 SAN JOAQSTOCKTON ‐121.262 37.955358072890 2016 ######## 3905 ######## 1300 2525 CIV 5 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 0 Y A ‐ N Y 4 0 3 3A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.953 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.953068073046 2016 ######## 3905 ######## 2232 2762 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4 0 3 3A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 1003000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955368088050 2016 ######## 3905 ######## 1025 1323 PAR 5 5 6 3905 0 0 0 0 MAIN ST B ST 0 Y A ‐ N Y 4 0 2 2A ‐ 9 21801 A N D C A A H ‐ AD 0 Y A 1002000000 ‐ ‐ 37.9553 ‐121.264 SAN JOAQSTOCKTON ‐121.264 37.955478088060 2016 ######## 3905 ######## 1222 2463 PAR 7 5 6 3905 0 0 0 0 MARSH ST F ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21800 A N D C A A H ‐ AD 0 Y ‐ ‐ 001000000 ‐ ‐ 37.95505 ‐121.254 SAN JOAQSTOCKTON ‐121.254 37.955268088073 2016 ######## 3905 ######## 1602 2525 PAR 3 5 6 3905 0 0 0 0 MARKET ST DELLA ST 0 Y A ‐ N Y 4 0 2 2D ‐ 0 NDCAAH ‐ AA 0 Y ‐ ‐ 002000000 ‐ ‐ 37.95513 ‐121.269 SAN JOAQSTOCKTON ‐121.269 37.955278102760 2016 ######## 3905 ######## 1025 2537 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7002000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398102763 2016 ######## 3905 ######## 1803 2723 PAR 2 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 103 W Y A ‐ N Y 4 0 1 2A ‐ 21 22106 N B C A A H ‐ AD 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95445 ‐121.249 SAN JOAQSTOCKTON ‐121.249 37.954738103031 2016 ######## 3905 ######## 1410 2537 CIV 4 5 6 3905 0 0 0 0 MAIN ST GRANT ST 7 N Y A ‐ N N 4 0 1 2A ‐ 10 21950 A N G B B A H ‐ A A 0Y Y A 1001010000 ‐ ‐ 37.9542 ‐121.281 SAN JOAQSTOCKTON ‐121.281 37.954258114614 2016 ######## 3905 ######## 1436 3452 CIV 7 5 6 3905 0 0 0 0 MAIN ST STANISLAUS ST 0 Y A ‐ N Y 3 0 4 3A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 22 0 2 2 0 0 0 0 0 0 ‐ ‐ 37.95398 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.954048118049 2016 ######## 3905 ######## 745 2063 PAR 5 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4 0 2 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858152812 2016 ######## 3905 ######## 1437 3452 CIV 7 5 6 3905 0 0 0 0 MAIN ST STANISLAUS ST 0 Y A ‐ N Y 3 0 4 3A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 22 0 2 2 0 0 0 0 0 0 ‐ ‐ 37.95398 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.954048152867 2016 ######## 3905 ######## 1241 2463 CIV 1 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N N 4 0 3 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 003000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQSTOCKTON ‐121.291 37.951518152872 2016 ######## 3905 ######## 1041 1422 PAR 5 5 6 3905 0 0 0 0 MARKET ST WILSON WY 0 Y A ‐ N Y 4 0 2 2A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954828154655 2016 ######## 3905 ######## 1806 1620 PAR 1 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858154753 2016 ######## 3905 ######## 1300 2463 PAR 2 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 3 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 010000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954828155764 2016 ######## 3905 ######## 1710 1323 PAR 2 5 6 3905 0 0 0 0 MAIN ST WILSON WY 0 Y B ‐ N N 4 0 1 2A ‐ 3 22350 M C C A A H ‐ AA 0 Y A 8001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.95578 81661676 2021 ######## 3905 ######## 110 2625 PAR 5 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N Y 4 0 1 2A ‐ 5 21650 M A C A A H ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.9557881671882 2021 ######## 3905 ######## 2036 3005 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 7001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.9553681679054 2021 ######## 3905 ######## 2312 3111 PAR 1 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A F D C A A H ‐ CA 0 Y A 7001000000 ‐ ‐ 37.9547 ‐121.275 SAN JOAQSTOCKTON ‐121.274 37.9553681679061 2021 ######## 3905 ######## 1603 1541 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y B C N Y 4 0 3 2A ‐ 12 21453 A M D C A B H ‐ BA 0 Y A 1003000000 ‐ ‐ 37.95372 ‐121.275 SAN JOAQSTOCKTON ‐121.274 37.9543981693381 2021 ######## 3905 ######## 1015 3142 PAR 3 5 6 3905 0 0 0 0 F ST MARSH ST 0 Y B ‐ N Y 4 0 1 2A ‐ 9 21804 A M D D A B H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95449 ‐121.256 SAN JOAQSTOCKTON ‐121.254 37.9552681694113 2021 ######## 3905 ######## 1659 7034 PAR 5 5 6 3905 0 0 0 0 MAIN ST LAFAYETTE ST 0 Y B ‐ N Y 4 0 1 2A ‐ 9 21802 A N D C A A H ‐ CA 0 Y ‐ ‐ 001000000 ‐ ‐ 37.95516 ‐121.262 SAN JOAQSTOCKTON ‐121.262 37.9553581725971 2022 ######## 3905 ######## 1026 2466 CIV 6 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A F D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95244 ‐121.283 SAN JOAQSTOCKTON ‐121.282 37.9530681726075 2022 ######## 3905 ######## 1222 7164 PAR 2 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.9553681726112 2022 ######## 3905 ######## 1630 3133 PAR 3 5 6 3905 0 0 0 0 MARKET ST DELLA ST 0 Y A ‐ N N 4 0 1 2A ‐ 9 21802 A N A C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95513 ‐121.269 SAN JOAQSTOCKTON ‐121.269 37.9552781726132 2022 ######## 3905 ######## 1132 7161 CIV 6 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQSTOCKTON ‐121.287 37.9521781751964 2022 ######## 3905 ######## 1025 2463 CIV 2 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A M D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQSTOCKTON ‐121.287 37.9521781752012 2022 ######## 3905 ######## 725 7164 CIV 5 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N N 3 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7011000000 ‐ ‐ 37.95342 ‐121.283 SAN JOAQSTOCKTON ‐121.282 37.9540481752089 2022 ######## 3905 ######## 1552 7035 PAR 3 5 6 3905 0 0 0 0 MAIN ST LAFAYETTE ST 0 Y A ‐ N N 3 0 2 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y Y A 1020000001 ‐ ‐ 37.95516 ‐121.262 SAN JOAQSTOCKTON ‐121.262 37.9553581752116 2022 ######## 3905 ######## 1730 3057 PAR 5 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 001000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQSTOCKTON ‐121.244 37.9544781753181 2022 ######## 3905 ######## 4 3002 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4 0 3 2A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 1003000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.9543981753207 2022 ######## 3905 ######## 1559 7161 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4 0 5 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 22 0 0 5 0 0 0 0 0 0 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.9553681753213 2022 ######## 3905 ######## 734 2463 CIV 1 5 6 3905 0 0 0 0 MARKET ST GRANT ST 17 E Y A ‐ N Y 3 0 2 1A ‐ 3 22350 N E I A A H ‐ AA 0 Y A 1011000000 ‐ ‐ 37.95266 ‐121.282 SAN JOAQSTOCKTON ‐121.28 37.95327 81763923 2022 ######## 3905 ######## 1244 2952 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 90 S Y ‐‐ N N 4 0 1 2A ‐ 5 21651 A N B C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.95415 81764972 2022 ######## 3905 ######## 1208 7160 CIV 7 5 6 3905 0 0 0 0 MARKET ST CALIFORNIA ST 0 Y A ‐ N N 3 0 1 2A ‐ 9 21800 A N D C A A H ‐ AA 0 Y A 7010000000 ‐ ‐ 37.95202 ‐121.285 SAN JOAQSTOCKTON ‐121.284 37.9526 8178063 2016 ######## 3905 ######## 1401 3452 PARK 6 5 6 3905 0 0 0 0 MAIN ST SULLIVAN AV 58 W N B C N Y 3 0 4 4A ‐ 5 21460 A N B C A B H ‐ AD 0 Y A 1013000000 ‐ ‐ 37.95453 ‐121.251 SAN JOAQSTOCKTON ‐121.251 37.954798178079 2016 ######## 3905 ######## 2249 2770 PARK 5 5 6 3905 0 0 0 0 MAIN ST BROADWAY AV 0 Y A ‐ N N 4 0 1 2A ‐ 3 22350 F C E A A H ‐ CD 0 Y A 1001000000 ‐ ‐ 37.95399 ‐121.241 SAN JOAQSTOCKTON ‐121.241 37.954318178197 2016 ######## 3905 ######## 1955 2525 CIV 5 5 6 3905 0 0 0 0 MARKET ST CENTER ST 24 E Y A ‐ N Y 3 0 1 1A ‐ 3 22350 N E I A B H ‐ CA 0 Y A 7010000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQSTOCKTON ‐121.291 37.951518178206 2016 ######## 3905 ######## 1647 2794 PAR 1 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y A ‐ N N 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858178360 2016 ######## 3905 ######## 1711 2525 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.95439 81786482 2022 ######## 3905 ######## 1211 2466 PAR 7 5 6 3905 0 0 0 0 MAIN ST ASH ST 5 W N A ‐ N N 4 0 2 2A ‐ 3 22350 F A C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95511 ‐121.261 SAN JOAQSTOCKTON ‐121.261 37.9552881793264 2022 ######## 3905 ######## 1834 7161 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4 0 3 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.9547 ‐121.275 SAN JOAQSTOCKTON ‐121.274 37.9553681793452 2022 ######## 3905 ######## 722 7164 PAR 5 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95405 ‐121.253 SAN JOAQSTOCKTON ‐121.252 37.9548581796330 2022 ######## 3905 ######## 848 7175 CIV 1 5 6 3905 0 0 0 0 HUNTER ST MARKET ST 5 S Y A ‐ N N 4 0 1 2A ‐ 10 21950 A N G B B A H ‐ A A 0Y Y D 22 0 0 1 0 1 0 0 0 0 ‐ ‐ 37.95194 ‐121.288 SAN JOAQSTOCKTON ‐121.288 37.9519381797302 2022 ######## 3905 ######## 1535 2466 PAR 2 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 12 E Y A ‐ N N 3 0 1 2A ‐ 10 21950 A N G B B A H ‐ A A 0Y Y A 7010010000 ‐ ‐ 37.95363 ‐121.246 SAN JOAQSTOCKTON ‐121.244 37.9544781811822 2022 ######## 3905 ######## 1750 7175 PAR 1 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N Y 4 0 2 3A ‐ 9 21802 A N D C A A H ‐ AA 0 Y D 22 0 0 2 0 0 0 0 0 0 ‐ ‐ 37.95385 ‐121.276 SAN JOAQSTOCKTON ‐121.276 37.9539581821000 2022 ######## 3905 ######## 1434 7161 CIV 6 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N Y 4 0 2 2A ‐ 8 22100 B N D C A A H ‐ AA 0 Y A 7002000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQSTOCKTON ‐121.291 37.9515181821018 2022 ######## 3905 ######## 1910 3057 PAR 5 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 8 N Y A ‐ N N 3 0 1 2A ‐ 10 21950 A N G B B A H ‐ A A 0Y Y D 22 0 1 0 0 1 0 0 0 0 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.9548781826724 2022 ######## 3905 ######## 1601 2466 2 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.9543981832782 2022 ######## 3905 ######## 1929 3115 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4 0 1 2A ‐ 3 22350 N D C A A H ‐ AA 0 YYA 1001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.9553681834502 2022 ######## 3905 ######## 1424 7160 CIV 5 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 20 N Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.9540981852742 2022 ######## 3905 ######## 1340 7161 CIV 7 5 6 3905 0 0 0 0 MAIN ST GRANT ST 0 Y A ‐ N N 3 0 1 2A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ 37.9542 ‐121.281 SAN JOAQSTOCKTON ‐121.281 37.9542581859533 2022 ######## 3905 ######## 811 2463 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 54 N Y A ‐ N Y 4 0 1 2A ‐ 3 22350 M C C A A H ‐ AA 0 YYA 7001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.9553681871715 2022 ######## 3905 ######## 500 3133 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 3 0 1 2A ‐ 12 21453 A N D G A A H ‐ DA 0 Y Y L 4010000100 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.9543981909536 2022 ######## 3905 ######## 730 1541 PAR 5 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 4 0 4 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1004000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQSTOCKTON ‐121.244 37.9544781913400 2022 ######## 3905 ######## 516 3065 PAR 1 5 6 3905 0 0 0 0 MARKET ST AIRPORT WY 0 Y A ‐ N N 4 0 1 2A ‐ 9 21800 D N D C A A H ‐ CB 0 Y A 1001000000 ‐ ‐ 37.95372 ‐121.275 SAN JOAQSTOCKTON ‐121.274 37.9543981916288 2022 ######## 3905 ######## 936 7164 CIV 4 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 5 E Y A ‐ N N 4 0 1 2A ‐ 17 21663 N D G A A H ‐ AA 0 Y Y L 4001000100 ‐ ‐ 37.95117 ‐121.291 SAN JOAQSTOCKTON ‐121.29 37.95172 81916581 2022 ######## 3905 ######## 1350 7180 PAR 5 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 23 W Y A ‐ N N 3 0 1 2A ‐ 11 21954 A N G B D A H ‐ A A 0Y Y N 60 0 1 0 0 1 0 0 0 0 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.95485 81919954 2022 ######## 3905 ######## 1810 3114 PAR 6 5 6 3905 0 0 0 0 MAIN ST B ST 0 Y A ‐ N Y 3 0 1 1C ‐ 18 NE I AAH ‐ AD 0 Y ‐ ‐ 010000000 ‐ ‐ 37.9553 ‐121.264 SAN JOAQSTOCKTON ‐121.264 37.9554781921089 2022 ######## 3905 ######## 1227 7164 PAR 4 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N N 4 0 2 2A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95329 ‐121.278 SAN JOAQSTOCKTON ‐121.276 37.9539581922470 2022 ######## 3905 ######## 926 3147 PAR 1 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.95439 8192445 2016 ######## 3905 ######## 1802 2525 PAR 6 5 6 3905 0 0 0 0 MARKET ST SIERRA NEVADA ST 0 Y C ‐ N Y 3 0 1 2A ‐ 10 21950 A N G B D B H ‐ C A 0Y Y A 8010010000 ‐ ‐ 37.95449 ‐121.273 SAN JOAQSTOCKTON ‐121.273 37.95461 81933351 2022 ######## 3905 ######## 1557 7192 PAR 3 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 140 S Y A ‐ N Y 4 0 1 3A ‐ 7 21658 A N B C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9547 ‐121.275 SAN JOAQSTOCKTON ‐121.274 37.9549881938080 2022 ######## 3905 ######## 252 3158 PAR 2 5 6 3905 0 0 0 0 MAIN ST D ST 142 E Y B C N Y 3 0 1 1A ‐ 3 22350 N E I A D H ‐ CA 0 Y A 1010000000 ‐ ‐ 37.95503 ‐121.259 SAN JOAQSTOCKTON ‐121.259 37.9551981941754 2022 ######## 3905 ######## 1316 7180 PAR 1 5 6 3905 0 0 0 0 WILSON WY MARKET ST 130 S Y B ‐ N Y 4 0 1 2A ‐ 9 21804 A F B C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.9544781944076 2022 ######## 3905 ######## 1332 7180 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 YY A 1001000000 ‐ ‐ 37.95372 ‐121.275 SAN JOAQSTOCKTON ‐121.274 37.9543981945222 2022 ######## 3905 ######## 1430 2891 CIV 2 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N Y 4 0 1 3A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQSTOCKTON ‐121.29 37.95173 81948864 2022 ######## 3905 ######## 1856 7161 PAR 4 5 6 3905 0 0 0 0 MAIN ST SHARON AV 40 E N A ‐ N Y 3 0 1 4A ‐ 3 22350 N C E E A H ‐ A A 0Y Y A 1 0 1 0 0 1 0 0 0 0 ‐ ‐ 37.95482 ‐121.255 SAN JOAQSTOCKTON ‐121.255 37.95502 8195065 2015 ######## 3905 ######## 1426 3452 CIV 3 5 6 3905 0 0 0 0 CENTER ST MARKET ST 32 N Y B ‐ N N 4 0 1 2A ‐ 3 22350 N C C A A H ‐ AD 0 Y J 48 0 0 1 0 0 0 0 0 0 ‐ ‐ SAN JOAQSTOCKTON ‐121.291 37.9516 81955100 2022 ######## 3905 ######## 1759 7164 PAR 3 5 6 3905 0 0 0 0 MAIN ST LAFAYETTE ST 0 Y ‐‐ N Y 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ CA 0 Y A 7001000000 ‐ ‐ 37.95516 ‐121.262 SAN JOAQSTOCKTON ‐121.262 37.9553581956175 2022 ######## 3905 ######## 1608 7034 PAR 3 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 200 W N A ‐ N N 4 0 1 2A ‐ 8 22102 N D C A A H ‐ AD 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95445 ‐121.249 SAN JOAQSTOCKTON ‐121.25 37.95474 81957412 2022 ######## 3905 ######## 1305 7035 CIV 1 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N Y 4 0 1 3A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95342 ‐121.283 SAN JOAQSTOCKTON ‐121.282 37.95404 81960553 2022 ######## 3905 ######## 1537 7192 PAR 4 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y B ‐ N N 4 0 1 2A ‐ 10 21950 A N G B B A H ‐ A A 0Y Y D 22 0 0 1 0 1 0 0 0 0 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.9557881985811 2022 ######## 3905 ######## 1400 7254 CIV 6 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.9540481985818 2022 ######## 3905 ######## 1734 7180 PAR 1 5 6 3905 0 0 0 0 MAIN ST DAVID AV 60 W Y A ‐ N N 4 0 1 2A ‐ 11 21955 N G B D A H ‐ C D 0Y Y N 60 0 0 1 0 1 0 0 0 0 ‐ ‐ 37.95376 ‐121.248 SAN JOAQSTOCKTON ‐121.247 37.954681996768 2022 ######## 3905 ######## 417 3039 3 5 6 3905 0 0 0 0 MAIN ST F ST 24 E Y A ‐ N Y 3 0 2 1A ‐ 3 22350 F E I A A H ‐ CD 0 Y A 1020000000 ‐ ‐ 37.95475 ‐121.254 SAN JOAQSTOCKTON ‐121.254 37.9549681997737 2022 ######## 3905 ######## 1244 1315 PAR 5 5 6 3905 0 0 0 0 WILSON WY MAIN ST 39 N Y B C N N 4 0 2 2A ‐ 3 22350 F C C A B H ‐ AA 0 Y A 8002000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.9557882310973 2022 ######## 3905 ######## 1656 7192 PAR 4 5 6 3905 0 0 0 0 MAIN ST WILSON WY 125 W Y B ‐ N Y 4 0 1 2A ‐ 3 22350 F C E A B H ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.95571 8288005 2015 ######## 3905 ######## 734 1323 PAR 4 5 6 3905 0 0 0 0 GOLDEN GATE AMAIN ST 0 Y A ‐ N Y 3 0 2 2A ‐ 1 23152 A N D C A A H ‐ AA 0 Y A 1020000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.244 37.954478288032 2015 ######## 3905 ######## 2133 2585 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N N 4 0 2 2A ‐ 1 23152 A N C C A A H ‐ CA 0 YYA 1002000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.274 37.955368288039 2015 ######## 3905 ######## 1429 2743 PAR 7 5 6 3905 0 0 0 0 MAIN ST WINDSOR AV 0 Y A ‐ N N 3 0 1 4A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.243 37.954418288040 2015 ######## 3905 ######## 1323 1323 PAR 4 5 6 3905 0 0 0 0 B ST MAIN ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21802 A N D D A A H ‐ AA 0 Y A 1001000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.264 37.955478288141 2015 ######## 3905 ######## 2248 2641 PAR 1 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 1 23152 A N D C A A H ‐ CA 0 Y Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ SAN JOAQSTOCKTON ‐121.271 37.954828288217 2015 ######## 3905 ######## 2103 2433 PAR 4 5 6 3905 0 0 0 0 MAIN ST NETHERTON AV 56 W Y A ‐ N N 2 0 1 2A ‐ 11 21956 N G B D A H ‐ C A 0Y Y Y N 60 1 0 0 0 1 0 0 0 0 ‐ ‐ SAN JOAQSTOCKTON ‐121.242 37.954368288251 2015 ######## 3905 ######## 1550 2463 PAR 2 5 6 3905 0 0 0 0 MAIN ST B ST 128 E Y A ‐ N Y 3 0 1 2A ‐ 3 22350 N C E A A H ‐ AD 0 Y A 7010000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.264 37.955458288315 2015 ######## 3905 ######## 1302 2063 PAR 4 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.272 37.955788288387 2015 ######## 3905 ######## 1100 2063 CIV 6 5 6 3905 0 0 0 0 MAIN ST B ST 136 E Y A ‐ N N 4 0 1 2A ‐ 3 22350 N B E A A H ‐ AA 0 Y A 1001000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.264 37.955458288394 2015 ######## 3905 ######## 1301 2438 PAR 5 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N N 4 0 1 2A ‐ 5 21650 1 N D G A A H ‐ AA 0 Y Y L 4001000100 ‐ ‐ SAN JOAQSTOCKTON ‐121.272 37.955788288404 2015 ######## 3905 ######## 1036 1323 PAR 5 5 6 3905 0 0 0 0 MAIN ST AIRPORT WY 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A N D D A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955368288412 2015 ######## 3905 ######## 1209 1560 PAR 6 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N N 3 0 1 2A ‐ 12 21453 A M D G A A H ‐ AA 0 Y Y L 4010000100 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955788288427 2015 ######## 3905 ######## 820 2063 CIV 4 5 6 3905 0 0 0 0 MARKET ST HUNTER ST 8 E Y A ‐ N N 3 0 3 5A ‐ 10 21950 A N G B B A H ‐ A A 0Y Y A 1030030000 ‐ ‐ 37.95194 ‐121.288 SAN JOAQSTOCKTON ‐121.288 37.951948288455 2015 ######## 3905 ######## 1636 2582 CIV 4 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 5 S Y A ‐ N N 4 0 1 2A ‐ 11 21950 B N G B B A H ‐ A A 0Y Y N 60 0 0 1 0 1 0 0 0 0 ‐ ‐ 37.95398 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.954048288471 2015 ######## 3905 ######## 2237 2590 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 3 0 1 2A ‐ 12 21453 A N H G A A H ‐ CA 0 Y Y L 4010000100 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398288559 2015 ######## 3905 ######## 1530 2725 PAR 3 5 6 3905 0 0 0 0 MARKET ST UNION ST 0 Y A ‐ N Y 3 0 1 2A ‐ 3 22350 N B C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ 37.95385 ‐121.276 SAN JOAQSTOCKTON ‐121.276 37.953958288600 2015 ######## 3905 ######## 1510 1422 PAR 4 5 6 3905 0 0 0 0 MAIN ST WINDSOR AV 37 E Y A ‐ N Y 3 0 1 2A ‐ 9 21801 A N D C A A H ‐ AD 0 Y Y A 1010000001 ‐ ‐ SAN JOAQSTOCKTON ‐121.243 37.95448288608 2015 ######## 3905 ######## 1430 2463 PAR 1 5 6 3905 0 0 0 0 MAIN ST F ST 0 Y A ‐ N N 4 0 1 2A ‐ 9 21801 A N A C A A H ‐ AD 0 Y A 7001000000 ‐ ‐ 37.95475 ‐121.254 SAN JOAQSTOCKTON ‐121.254 37.954978288668 2015 ######## 3905 ######## 802 2063 CIV 5 5 6 3905 0 0 0 0 MARKET ST MARKET ST 430 0 Y A ‐ N N 3 0 1 1B ‐ 22 NE I AAH ‐ AD 0 Y A 1010000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.285 37.952518288720 2015 ######## 3905 ######## 801 2015 PAR 4 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y B ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A B H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954828288806 2015 ######## 3905 ######## 1427 2063 PAR 4 5 6 3905 0 0 0 0 MAIN ST B ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 8001000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.264 37.955478288815 2015 ######## 3905 ######## 1214 3452 CIV 2 5 6 3905 0 0 0 0 SAN JOAQUIN SMAIN ST 60 N Y B ‐ N N 4 0 1 2D ‐ 0 MB G A A H ‐ AD 0 Y Y ‐ ‐ 001000100 ‐ ‐ SAN JOAQSTOCKTON ‐121.287 37.953298288827 2015 ######## 3905 ######## 721 1323 PAR 3 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.271 37.954828288854 2015 ######## 3905 ######## 1549 2463 CIV 1 5 6 3905 0 0 0 0 MAIN ST AURORA ST 0 Y A ‐ N N 3 0 1 2A ‐ 12 22450 A M D C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.279 37.954488288880 2015 ######## 3905 ######## 1049 1315 CIV 2 5 6 3905 0 0 0 0 CALIFORNIA ST MAIN ST 75 S Y A ‐ N Y 4 0 1 2A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.285 37.953578288892 2015 ######## 3905 ######## 2101 2745 PAR 1 5 6 3905 0 0 0 0 MAIN ST SHASTA AV 15 E Y A ‐ N Y 4 0 2 2A ‐ 9 21802 A N D C A A H ‐ CA 0 Y A 1002000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.248 37.954658288908 2015 ######## 3905 ######## 1320 2643 PAR 7 5 6 3905 0 0 0 0 MAIN ST RENDON AV 17 E Y B ‐ N N 4 0 1 3A ‐ 3 22350 N C C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.246 37.954538288933 2015 ######## 3905 ######## 1322 2438 PAR 6 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 3 0 1 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y Y D 22 0 1 0 0 0 0 0 0 1 ‐ ‐ SAN JOAQSTOCKTON ‐121.252 37.954858288958 2015 ######## 3905 ######## 831 1315 CIV 3 5 6 3905 0 0 0 0 SUTTER ST MARKET ST 74 E Y A ‐ N N 3 0 1 2A ‐ 3 22350 N B C A A H ‐ AD 0 Y D 22 0 1 0 0 0 0 0 0 0 ‐ ‐ SAN JOAQSTOCKTON ‐121.286 37.952188288993 2015 ######## 3905 ######## 1618 2169 CIV 6 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N N 4 0 2 2A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.29 37.95173 8289012 2015 ######## 3905 ######## 1639 2425 PAR 6 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N N 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ SAN JOAQSTOCKTON ‐121.252 37.95485 8289018 2015 ######## 3905 ######## 1513 2463 CIV 6 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N Y 3 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 011000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQSTOCKTON ‐121.29 37.95173 8289052 2015 ######## 3905 ######## 1000 2063 CIV 4 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 20 W Y A ‐ N N 4 0 1 2D ‐ 0 MC C A A H ‐ AA 0 Y ‐ ‐ 001000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.282 37.95305 8289055 2015 ######## 3905 ######## 1150 1541 PAR 7 5 6 3905 0 0 0 0 MARKET ST SIERRA NEVADA ST 0 Y A ‐ N Y 4 0 2 2A ‐ 8 22100 B N B C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.273 37.954618289067 2015 ######## 3905 ######## 923 2697 CIV 3 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 10 E Y A ‐ N N 3 0 1 2A ‐ 11 21950 B N G B B A H ‐ A A 0 Y Y N 60 0 1 0 0 1 0 0 0 0 ‐ ‐ SAN JOAQSTOCKTON ‐121.287 37.952188289069 2015 ######## 3905 ######## 1144 1541 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N Y 3 0 9 3A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 22 0 1 8 0 0 0 0 0 0 ‐ ‐ SAN JOAQSTOCKTON ‐121.272 37.955788289070 2015 ######## 3905 ######## 1805 2772 CIV 2 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ SAN JOAQSTOCKTON ‐121.291 37.951518289092 2015 ######## 3905 ######## 1801 2463 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21457 A M D C A A H ‐ AA 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ SAN JOAQSTOCKTON ‐121.272 37.955788303008 2016 ######## 3905 ######## 746 2816 2 5 6 3905 0 0 0 0 MAIN ST UNION ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 22450 A N D C A A H ‐ A A 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95483 ‐121.277 SAN JOAQSTOCKTON ‐121.277 37.95498303108 2017 ######## 3905 ######## 1137 2525 PAR 3 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 25 E Y A C N Y 4 0 2 2A ‐ 12 21453 A N D C A B H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858320566 2017 ######## 3905 ######## 710 2542 CIV 5 5 6 3905 0 0 0 0 MARKET ST SIERRA NEVADA ST 0 Y B ‐ N N 4 0 2 3B ‐ 22 NGBBBH ‐ A A 0Y Y ‐ ‐ 002020000 ‐ ‐ 37.95449 ‐121.273 SAN JOAQSTOCKTON ‐121.273 37.954618320590 2017 ######## 3905 ######## 1937 2525 PAR 5 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A A ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858320611 2017 ######## 3905 ######## 1336 1312 PAR 6 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y B ‐ N Y 4 0 1 3A ‐ 9 21801 A N D C A A H ‐ AA 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858320668 2017 ######## 3905 ######## 755 2566 PAR 3 5 6 3905 0 0 0 0 MAIN ST DAVID AV 0 Y A ‐ N Y 4 0 3 2A ‐ 9 21802 A N A C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.95432 ‐121.247 SAN JOAQSTOCKTON ‐121.247 37.954598348090 2017 ######## 3905 ######## 1729 2305 PAR 3 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4 0 2 2A ‐ 9 21801 A N A C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858348130 2017 ######## 3905 ######## 555 1422 PAR 4 5 6 3905 0 0 0 0 MAIN ST WILSON WY 0 Y A ‐ N N 3 0 1 2A ‐ 9 21804 A N B C A A H ‐ CA 0 YYY C 3010000001 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955788349609 2017 ######## 3905 ######## 601 1422 PAR 4 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ CA 0 Y ‐ ‐ 001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858351013 2017 ######## 3905 ######## 1813 2566 PAR 1 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3 0 1 3A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 7010000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398351021 2017 ######## 3905 ######## 1323 2830 CIV 5 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 0 Y A ‐ N N 4 0 1 2A ‐ 10 21950 A N G B B A H ‐ A A 0Y Y A 7 0 0 1 0 1 0 0 0 0 ‐ ‐ 37.95216 ‐121.287 SAN JOAQSTOCKTON ‐121.287 37.952178351813 2017 ######## 3905 ######## 1429 2536 CIV 4 5 6 3905 0 0 0 0 MARKET ST AURORA ST 0 Y A ‐ N Y 4 0 3 2A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.95343 ‐121.279 SAN JOAQSTOCKTON ‐121.279 37.953488353431 2017 ######## 3905 ######## 606 2869 PAR 5 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 0 Y B C N Y 4 0 2 2A ‐ 14 24252 A N D C A B H ‐ CA 0 Y A 8002000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQSTOCKTON ‐121.249 37.954718353436 2017 ######## 3905 ######## 1607 2448 4 5 6 3905 0 0 0 0 WILSON WY MARKET ST 25 S Y A ‐ N N 4 0 1 3A ‐ 3 22350 F C C A A H ‐ AD 0 Y A 7001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954758353694 2017 ######## 3905 ######## 1358 2837 PAR 5 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 0 Y A ‐ N Y 4 0 2 2A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQSTOCKTON ‐121.249 37.954718358229 2017 ######## 3905 ######## 1709 2270 PAR 1 5 6 3905 0 0 0 0 MAIN ST F ST 10 W Y B ‐ N Y 3 0 2 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1020000000 ‐ ‐ 37.95475 ‐121.254 SAN JOAQSTOCKTON ‐121.254 37.954978389300 2017 ######## 3905 ######## 730 1422 CIV 4 5 6 3905 0 0 0 0 00' MARKET ST CALIFORNIA ST 0 Y A ‐ N N 3 0 1 2A ‐ 10 21950 A F G B B A H ‐ A A 0Y Y D 22 0 1 0 0 1 0 0 0 0 ‐ ‐ SAN JOAQSTOCKTON ‐121.284 37.95268390737 2017 ######## 3905 ######## 1539 2305 PAR 5 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21804 A N D C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQSTOCKTON ‐121.249 37.954718390777 2017 ######## 3905 ######## 1902 2525 PAR 5 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4 0 2 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858392282 2017 ######## 3905 ######## 1158 2542 CIV 5 5 6 3905 0 0 0 0 MARKET ST AURORA ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21802 A N D C A A H ‐ AA 0 Y Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95343 ‐121.279 SAN JOAQSTOCKTON ‐121.279 37.953488392314 2017 ######## 3905 ######## 1123 2542 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 25 S Y A ‐ N Y 4 0 1 2C ‐ 18 NC CAAH ‐ AA 0 Y Y ‐ ‐ 001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954328392675 2017 ######## 3905 ######## 1900 2845 PAR 5 5 6 3905 0 0 0 0 MAIN ST DAVID AV 0 Y A ‐ N N 4 0 1 2A ‐ 3 22350 N C C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95432 ‐121.247 SAN JOAQSTOCKTON ‐121.247 37.954598392729 2017 ######## 3905 ######## 1347 2525 PAR 5 5 6 3905 0 0 0 0 MAIN ST MARKET ST 37 E Y A ‐ N Y 4 0 1 2A ‐ 3 22350 N C C A A H ‐ AA 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95549 ‐121.267 SAN JOAQSTOCKTON ‐121.267 37.955658404910 2018 ######## 3905 ######## 1924 2424 PAR 6 5 6 3905 0 0 0 0 MAIN ST SEARCHLIGHT AV 100 E N A ‐ N N 1 1 0 2A ‐ 11 21954 A F G B D A H ‐ C D 0 Y Y Y N 60 0 0 0 1 0 0 0 0 0 ‐ ‐ 37.9547 ‐121.253 SAN JOAQSTOCKTON ‐121.253 37.95498424568 2017 ######## 3905 ######## 1024 1312 PAR 2 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 20 N Y A ‐ N N 4 0 1 3A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955418424606 2017 ######## 3905 ######## 1653 2542 PAR 3 5 6 3905 0 0 0 0 MAIN ST WILSON WY 0 Y A ‐ N N 4 0 3 2A ‐ 12 21453 A F D C A A H ‐ AA 0 Y D 22 0 0 3 0 0 0 0 0 0 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955788426202 2017 ######## 3905 ######## 955 2542 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398426375 2017 ######## 3905 ######## 429 2114 PAR 4 5 6 3905 0 0 0 0 MAIN ST MARKET ST 0 Y A ‐ N Y 3 0 5 2A ‐ 12 21453 A N A C A A H ‐ CA 0 Y ‐ ‐ 014000000 ‐ ‐ 37.95549 ‐121.267 SAN JOAQSTOCKTON ‐121.267 37.955668427423 2017 ######## 3905 ######## 1530 2845 PAR 7 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955788427688 2017 ######## 3905 ######## 2040 2842 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 2 0 1 2A ‐ 5 21650 1 N D G A A H ‐ CA 0 Y Y L 4100000100 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398427860 2017 ######## 3905 ######## 1220 3409 PAR 1 5 6 3905 0 0 0 0 MARKET ST UNION ST 0 Y A ‐ N Y 4 0 2 2A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 7002000000 ‐ ‐ 37.95385 ‐121.276 SAN JOAQSTOCKTON ‐121.276 37.953958430913 2017 ######## 3905 ######## 1325 2525 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 3 0 5 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1023000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398436521 2017 ######## 3905 ######## 329 2864 PAR 7 5 6 3905 0 0 0 0 MAIN ST A ST 300 W N A ‐ N Y 4 0 1 1A ‐ 3 22350 N E I A A H ‐ CA 0 Y A 7001000000 ‐ ‐ 37.95541 ‐121.266 SAN JOAQSTOCKTON ‐121.267 37.955588436525 2017 ######## 3905 ######## 956 1422 PAR 4 5 6 3905 0 0 0 0 MAIN ST NETHERTON AV 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95406 ‐121.242 SAN JOAQSTOCKTON ‐121.242 37.954358446072 2017 ######## 3905 ######## 1636 1620 PAR 6 5 6 3905 0 0 0 0 MAIN ST DELLA ST 37 E N A ‐ N N 3 0 1 2A ‐ 6 21750 N B C A A H ‐ AD 0 Y Y C 2010000001 ‐ ‐ 37.95558 ‐121.269 SAN JOAQSTOCKTON ‐121.269 37.955728446498 2017 ######## 3905 ######## 825 1422 PAR 5 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858446518 2017 ######## 3905 ######## 1907 2820 PAR 1 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N N 3 0 1 2A ‐ 8 22107 N H G A A H ‐ BA 0 Y Y L 4010000100 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858446538 2017 ######## 3905 ######## 1043 1312 PAR 1 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 3 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1011000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQSTOCKTON ‐121.244 37.954478451510 2017 ######## 3905 ######## 834 3452 CIV 1 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y A ‐ N Y 3 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 8010000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQSTOCKTON ‐121.287 37.952178478136 2017 ######## 3905 ######## 1114 2463 PAR 6 5 6 3905 0 0 0 0 MAIN ST ALMA AV 0 Y A ‐ N Y 3 0 3 3A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1021000000 ‐ ‐ 37.95475 ‐121.254 SAN JOAQSTOCKTON ‐121.254 37.954978482080 2017 ######## 3905 ######## 1707 2846 PAR 5 5 6 3905 0 0 0 0 SIERRA NEVADAMARKET ST 21 N Y A ‐ N Y 4 0 3 1A ‐ 3 22350 N E I A A H ‐ AD 0 Y A 7003000000 ‐ ‐ 37.95449 ‐121.273 SAN JOAQSTOCKTON ‐121.273 37.954678511055 2017 ######## 3905 ######## 1341 2463 PAR 1 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N Y 4 0 1 2A ‐ 17 21451 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955788511070 2017 ######## 3905 ######## 1728 2525 PAR 6 5 6 3905 0 0 0 0 MAIN ST DELLA ST 26 E N A ‐ N N 3 0 1 2A ‐ 10 21950 A N G B B A H ‐ A A 0 Y Y D 22 0 1 0 0 1 0 0 0 0 ‐ ‐ 37.95558 ‐121.269 SAN JOAQSTOCKTON ‐121.269 37.955728511669 2017 ######## 3905 ######## 852 1312 2 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y B ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 8001000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQSTOCKTON ‐121.29 37.95173 8511673 2017 ######## 3905 ######## 809 3452 PAR 2 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y B ‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.95482 8512589 2017 ######## 3905 ######## 951 1422 CIV 4 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N Y 3 0 3 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y J 48 0 2 1 0 0 0 0 0 0 ‐ ‐ 37.95173 ‐121.29 SAN JOAQSTOCKTON ‐121.29 37.95173 8545454 2017 ######## 3905 ######## 750 2537 CIV 5 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y B ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 001000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQSTOCKTON ‐121.291 37.95151 8545485 2017 ######## 3905 ######## 1700 2466 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 17 N Y A ‐ N N 4 0 2 2D ‐ 0 NC CAAH ‐ BA 0 Y ‐ ‐ 002000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954448546776 2018 ######## 3905 ######## 1809 3409 PAR 5 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4 0 1 2A ‐ 17 21451 A N D C A A H ‐ CA 0 Y A 8001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858546913 2017 ######## 3905 ######## 1333 2466 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 78 S Y A ‐ N N 4 0 1 3A ‐ 3 22350 M C C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955368546965 2017 ######## 3905 ######## 803 1312 PAR 7 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y A ‐ N N 3 0 2 3A ‐ 10 21950 A N G B ‐ AH ‐ A A 0Y Y A 1011020000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858550164 2018 ######## 3905 ######## 1155 3409 PAR 3 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 52 N Y A ‐ N N 4 0 1 3A ‐ 3 22350 F C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954538550188 2018 ######## 3905 ######## 1354 1312 PAR 1 5 6 3905 0 0 0 0 MAIN ST RENDON AV 0 Y A ‐ N Y 4 0 3 2A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.95425 ‐121.246 SAN JOAQSTOCKTON ‐121.246 37.954538550375 2017 ######## 3905 ######## 1622 1393 PAR 1 5 6 3905 0 0 0 0 MAIN ST MCDONELL AV 5 W N A ‐ N Y 4 0 1 2A ‐ 5 21650 F A C A A H ‐ BD 0 Y A 7001000000 ‐ ‐ 37.95495 ‐121.258 SAN JOAQSTOCKTON ‐121.258 37.955148550441 2018 ######## 3905 ######## 1055 1422 CIV 4 5 6 3905 0 0 0 0 MARKET ST SUTTER ST 0 Y B ‐ N N 3 0 1 2A ‐ 10 21950 A N G BBBH ‐ A A 0Y Y A 7010010000 ‐ ‐ 37.95236 ‐121.286 SAN JOAQSTOCKTON ‐121.286 37.952388570159 2018 ######## 3905 ######## 2018 2837 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ CA 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398570525 2018 ######## 3905 ######## 1730 2566 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 5 5A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1005000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398578613 2018 ######## 3905 ######## 1304 2466 PAR 1 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4 0 3 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398578676 2018 ######## 3905 ######## 1256 3452 PAR 3 5 6 3905 0 0 0 0 MAIN ST F ST 0 Y B ‐ N Y 3 0 1 2A ‐ 9 21802 A N D C A A H ‐ AD 0 Y A 1010000000 ‐ ‐ 37.95475 ‐121.254 SAN JOAQSTOCKTON ‐121.254 37.954978602905 2018 ######## 3905 ######## 1608 2466 CIV 5 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 0 Y A ‐ N N 4 0 1 2A ‐ 8 22107 F D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQSTOCKTON ‐121.287 37.952178602931 2018 ######## 3905 ######## 1453 3409 PAR 4 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y B C N Y 3 0 2 4A ‐ 12 21453 A F D C A B H ‐ AA 0 Y A 7011000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858602947 2018 ######## 3905 ######## 936 3452 PAR 7 5 6 3905 0 0 0 0 MAIN ST WINDSOR AV 0 Y B ‐ N Y 4 0 1 2A ‐ 9 21802 A N D C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95412 ‐121.243 SAN JOAQSTOCKTON ‐121.243 37.954418602959 2018 ######## 3905 ######## 1658 2463 CIV 2 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQSTOCKTON ‐121.291 37.951518639920 2018 ######## 3905 ######## 1451 2602 SEA 4 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y A ‐ N N 4 0 1 2A ‐ 11 21456 B N G B B A H ‐ A A 0 Y Y N 60 0 0 1 0 1 0 0 0 0 ‐ ‐ 37.95216 ‐121.287 SAN JOAQSTOCKTON ‐121.287 37.952178640030 2018 ######## 3905 ######## 1243 7010 CIV 1 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQSTOCKTON ‐121.287 37.952178640041 2018 ######## 3905 ######## 1909 2955 PAR 2 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 20 S Y A ‐ N N 4 0 1 2A ‐ 9 21801 A F D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954348640049 2018 ######## 3905 ######## 1703 7009 PAR 7 5 6 3905 0 0 0 0 MAIN ST SIERRA NEVADA ST 0 Y A ‐ N N 4 0 2 2A ‐ 8 22100 B N B C A A H ‐ AD 0 Y Y C 2002000000 ‐ ‐ 37.95547 ‐121.273 SAN JOAQSTOCKTON ‐121.273 37.955568641961 2018 ######## 3905 ######## 1300 1312 PAR 7 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 4 0 4 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1004000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954828641965 2018 ######## 3905 ######## 1836 2463 PAR 6 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N Y 3 0 1 2A ‐ 1 23152 A N D C A A H ‐ AA 0 YYA 1010000000 ‐ ‐ 37.95385 ‐121.276 SAN JOAQSTOCKTON ‐121.276 37.953958642117 2018 ######## 3905 ######## 807 2932 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 78 N Y A ‐ N Y 4 0 1 2A ‐ 3 22350 N C E A A H ‐ AD 0 Y A 7001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.95468674926 2018 ######## 3905 ######## 1648 3409 PAR 5 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 188 W N A ‐ N N 4 0 1 2D ‐ 0 NDCAAH ‐ AD 0 Y ‐ ‐ 001000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQSTOCKTON ‐121.25 37.95474 8674990 2018 ######## 3905 ######## 1030 3452 CIV 2 5 6 3905 0 0 0 0 SUTTER ST MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95236 ‐121.286 SAN JOAQSTOCKTON ‐121.286 37.95238 8675006 2018 ######## 3905 ######## 819 1312 PAR 3 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 30 E Y A ‐ N Y 4 0 1 2A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858675022 2018 ######## 3905 ######## 1705 3410 PAR 3 5 6 3905 0 0 0 0 F ST MARSH ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21803 A F D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95505 ‐121.254 SAN JOAQSTOCKTON ‐121.254 37.955268675519 2018 ######## 3905 ######## 1755 7009 PAR 1 5 6 3905 0 0 0 0 MAIN ST SEARCHLIGHT AV 1 W N A ‐ N Y 3 0 3 3A ‐ 9 21801 A N D C A A H ‐ AD 0 Y A 1030000000 ‐ ‐ 37.9547 ‐121.253 SAN JOAQSTOCKTON ‐121.253 37.95492

ATTACHMENT
B
689
Crash Data
8675833 2018 ######## 3905 ######## 2117 1536 PAR 1 5 6 3905 0 0 0 0 MAIN ST RENDON AV 25 E Y A ‐ N Y 4 0 1 2A ‐ 3 22350 N C C A A H ‐ CD 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95425 ‐121.246 SAN JOAQSTOCKTON ‐121.246 37.95452 8703540 2018 ######## 3905 ######## 1001 1422 PAR 3 5 6 3905 0 0 0 0 MAIN ST SULLIVAN AV 118 E N A ‐ N Y 4 0 1 2A ‐ 21 22106 N D C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95453 ‐121.251 SAN JOAQSTOCKTON ‐121.25 37.95476 8703843 2018 ######## 3905 ######## 715 1323 PAR 2 5 6 3905 0 0 0 0 MARKET ST WILSON WY 25 W Y A ‐ N N 4 0 1 2A ‐ 3 22350 F C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.95481 8703867 2018 ######## 3905 ######## 1650 3645 PAR 4 5 6 3905 0 0 0 0 MAIN ST BROADWAY AV 0 Y A ‐ N Y 4 0 1 3A ‐ 9 21802 A N D C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95399 ‐121.241 SAN JOAQSTOCKTON ‐121.241 37.954318705930 2018 ######## 3905 ######## 1501 1312 PAR 7 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQSTOCKTON ‐121.244 37.954478706017 2018 ######## 3905 ######## 1046 1312 CIV 6 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N Y 4 0 3 3A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQSTOCKTON ‐121.291 37.951518706980 2018 ######## 3905 ######## 1731 2963 CIV 3 5 6 3905 0 0 0 0 MAIN ST STANISLAUS ST 7 W Y A ‐ N N 4 0 1 2A ‐ 5 21650 1 N H G A A H ‐ AA 0 Y Y L 4001000100 ‐ ‐ 37.95398 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.954048707090 2018 ######## 3905 ######## 925 2463 CIV 7 5 6 3905 0 0 0 0 MARKET ST SUTTER ST 0 Y A ‐ N N 4 0 1 2A ‐ 15 21201 A M H G A A H ‐ AD 0 Y Y L 4001000100 ‐ ‐ 37.95236 ‐121.286 SAN JOAQSTOCKTON ‐121.286 37.952388709893 2018 ######## 3905 ######## 2129 2925 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A F D C A A H ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398736657 2018 ######## 3905 ######## 1313 1312 PAR 2 5 6 3905 0 0 0 0 MAIN ST LAFAYETTE ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21802 A N D C A A H ‐ A A 0 Y E 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95516 ‐121.262 SAN JOAQSTOCKTON ‐121.262 37.955358736698 2018 ######## 3905 ######## 1139 2463 PAR 1 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N Y 3 0 2 2A ‐ 12 22450 A N D C A A H ‐ A C 0 Y D 22 0 1 1 0 0 0 0 0 0 ‐ ‐ 37.95385 ‐121.276 SAN JOAQSTOCKTON ‐121.276 37.953958740347 2018 ######## 3905 ######## 1452 1312 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N N 4 0 3 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 22 0 0 3 0 0 0 0 0 0 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955788743565 2018 ######## 3905 ######## 1220 7009 CIV 1 5 6 3905 0 0 0 0 MARKET ST EL DORADO ST 0 Y A ‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQSTOCKTON ‐121.29 37.95173 8745761 2018 ######## 3905 ######## 1954 2917 CIV 3 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N Y 3 0 1 2A ‐ 3 22350 N C C A A H ‐ CA 0 Y Y C 2010000001 ‐ ‐ 37.95152 ‐121.291 SAN JOAQSTOCKTON ‐121.291 37.95151 8768661 2018 ######## 3905 ######## 1918 2463 PAR 3 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 3 0 3 2A ‐ 9 21801 A N D C A A H ‐ CA 0 Y A 1012000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858768671 2018 ######## 3905 ######## 1934 2463 PAR 6 5 6 3905 0 0 0 0 MAIN ST MARSH ST 23 E Y A ‐ N Y 3 0 1 2A ‐ 3 22350 N C C A A H ‐ CD 0 Y A 1010000000 ‐ ‐ 37.95482 ‐121.255 SAN JOAQSTOCKTON ‐121.257 37.955098768677 2018 ######## 3905 ######## 1322 2463 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y B ‐ N N 4 0 1 2A ‐ 5 21650 1 N H G A A H ‐ AA 0 Y Y L 4001000100 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955788768694 2018 ######## 3905 ######## 1141 2466 PAR 7 5 6 3905 0 0 0 0 MAIN ST AIRPORT WY 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955368768715 2018 ######## 3905 ######## 940 2919 PAR 3 5 6 3905 0 0 0 0 MAIN ST AIRPORT WY 0 Y A ‐ N N 3 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 010000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955368768748 2018 ######## 3905 ######## 2030 2825 PAR 6 5 6 3905 0 0 0 0 MAIN ST F ST 0 Y A ‐ N Y 4 0 1 2A ‐ 1 23152 A N C C A A H ‐ CD 0 Y A 1001000000 ‐ ‐ 37.95475 ‐121.254 SAN JOAQSTOCKTON ‐121.254 37.954978769707 2018 ######## 3905 ######## 1808 3409 PAR 7 5 6 3905 0 0 0 0 MAIN ST C ST 0 Y A ‐ N N 4 0 2 3A ‐ 9 21802 A M D C A A H ‐ CA 0 Y A 1002000000 ‐ ‐ 37.95516 ‐121.262 SAN JOAQSTOCKTON ‐121.262 37.955358769860 2018 ######## 3905 ######## 1753 2825 PAR 4 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N N 2 0 1 3A ‐ 9 21801 A N D C A A H ‐ CA 0 Y Y A 7100000001 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955788769887 2018 ######## 3905 ######## 1831 2463 PAR 2 5 6 3905 0 0 0 0 MAIN ST SEARCHLIGHT AV 109 E N A ‐ N N 3 0 1 2A ‐ 5 21650 1 F H G A A H ‐ CD 0 Y Y L 4010000100 ‐ ‐ 37.9547 ‐121.253 SAN JOAQSTOCKTON ‐121.253 37.95498801845 2019 ######## 3905 ######## 1428 3409 PAR 4 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N N 3 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858802157 2019 ######## 3905 ######## 1226 3409 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 65 S Y A ‐ N N 4 0 1 2A ‐ 3 22350 N C C A A H ‐ AD 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.955 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955368804479 2019 ######## 3905 ######## 558 1315 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 39 N Y E ‐ N Y 4 0 2 3A ‐ 3 22350 N C C A B H ‐ CA 0 Y D 22 0 0 2 0 0 0 0 0 0 ‐ ‐ 37.955 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955468804598 2019 ######## 3905 ######## 557 1315 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 29 N Y E ‐ N Y 4 0 1 2A ‐ 3 22350 N C C A B H ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955448814598 2019 ######## 3905 ######## 1922 2905 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N Y 4 0 2 2A ‐ 9 21800 D N D C A B H ‐ CB 0 Y A 8002000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955788814633 2019 ######## 3905 ######## 1320 2872 CIV 6 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y B ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 001000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQSTOCKTON ‐121.287 37.952178814651 2019 ######## 3905 ######## 1451 2820 PAR 3 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y C ‐ N Y 4 0 1 2A ‐ 9 21801 A N D C A B H ‐ AA 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398814712 2019 ######## 3905 ######## 958 1315 PAR 4 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y B ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y Y G 25 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.955 ‐121.271 SAN JOAQSTOCKTON ‐121.272 37.955788815564 2019 ######## 3905 ######## 635 1312 PAR 2 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4 0 2 2A ‐ 9 21801 A N D C A B H ‐ CA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858819286 2019 ######## 3905 ######## 833 1315 CIV 4 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y B G N N 3 0 2 2A ‐ 12 21453 A N D C A B H ‐ AA 0 Y A 1011000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQSTOCKTON ‐121.29 37.95173 8835050 2019 ######## 3905 ######## 814 7034 PAR 2 5 6 3905 0 0 0 0 NETHERTON AVMAIN ST 0 Y B ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95406 ‐121.242 SAN JOAQSTOCKTON ‐121.242 37.95435 8836873 2019 ######## 3905 ######## 1321 2463 PAR 2 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 3 0 2 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y D 22 0 2 0 0 0 0 0 0 0 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858842129 2019 ######## 3905 ######## 1447 2950 PAR 5 5 6 3905 0 0 0 0 E MAIN ST FILBERT ST 0 Y A ‐ N N 4 0 1 2A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.252 37.954858842182 2019 ######## 3905 ######## 1811 2466 PAR 5 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 0 Y A ‐ N N 4 0 1 3A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9544 ‐121.249 SAN JOAQSTOCKTON ‐121.249 37.954718842210 2019 ######## 3905 ######## 1823 1536 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3 0 3 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1021000000 ‐ ‐ 37.954 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398843934 2019 ######## 3905 ######## 1621 2992 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N N 4 0 2 2A ‐ 3 22350 F C C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.955 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955368843966 2019 ######## 3905 ######## 1553 3409 PAR 4 5 6 3905 0 0 0 0 MARKET ST UNION ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 22450 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9538 ‐121.276 SAN JOAQSTOCKTON ‐121.276 37.953958847676 2019 ######## 3905 ######## 1217 2466 PAR 6 5 6 3905 0 0 0 0 MAIN ST DAVID AV 0 Y A ‐ N N 4 0 1 2A ‐ 3 22350 N C C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95432 ‐121.247 SAN JOAQSTOCKTON ‐121.247 37.954598862844 2019 ######## 3905 ######## 806 2466 PAR 2 5 6 3905 0 0 0 0 MAIN ST WILSON WY 0 Y A ‐ N N 4 0 3 2A ‐ 8 22107 N D C A A H ‐ AA 0 Y ‐ ‐ 003000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955788862864 2019 ######## 3905 ######## 1517 2566 CIV 2 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.954048862880 2019 ######## 3905 ######## 1349 3409 PAR 3 5 6 3905 0 0 0 0 MAIN ST NETHERTON AV 132 W Y A ‐ N Y 3 0 3 2A ‐ 3 22350 F C C A A H ‐ AD 0 Y A 1012000000 ‐ ‐ 37.95406 ‐121.242 SAN JOAQSTOCKTON ‐121.243 37.954378864898 2019 ######## 3905 ######## 1129 2466 CIV 5 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N Y 3 0 1 2A ‐ 9 21801 A N A C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.954048865017 2019 ######## 3905 ######## 1415 2466 PAR 5 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 150 E Y A ‐ N N 3 0 2 2A ‐ 9 21804 A N D C A A H ‐ AD 0 Y A 7011000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQSTOCKTON ‐121.249 37.954688865044 2019 ######## 3905 ######## 1305 3466 CIV 3 5 6 3905 0 0 0 0 MARKET ST CALIFORNIA ST 0 Y B ‐ N N 4 0 2 2A ‐ 12 21453 A N D C A B H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95258 ‐121.284 SAN JOAQSTOCKTON ‐121.284 37.95268865072 2019 ######## 3905 ######## 1736 3409 CIV 7 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y A ‐ N Y 3 0 2 2A ‐ 1 23152 A N D C A A H ‐ AA 0 YYA 7020000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQSTOCKTON ‐121.287 37.952178866407 2019 ######## 3905 ######## 1226 2466 PAR 4 5 6 3905 0 0 0 0 WILSON WY MARKET ST 20 S Y A ‐ N N 4 0 2 4A ‐ 3 22350 N C C A A H ‐ AA 0 Y D 22 0 0 2 0 0 0 0 0 0 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954778866495 2019 ######## 3905 ######## 743 7034 CIV 2 5 6 3905 0 0 0 0 STANISLAUS ST MARKET ST 3 S Y A ‐ N N 4 0 1 2A ‐ 10 21950 A N G B B A H ‐ A A 0Y Y A 1001010000 ‐ ‐ 37.953 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.953058866506 2019 ######## 3905 ######## 1615 2950 PAR 6 5 6 3905 0 0 0 0 MARKET ST UNION ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 22450 A N D C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95385 ‐121.276 SAN JOAQSTOCKTON ‐121.276 37.953958866569 2019 ######## 3905 ######## 1151 2466 5 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N N 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858866581 2019 ######## 3905 ######## 1953 2939 PAR 2 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3 0 1 4A ‐ 9 21801 A N A C A A H ‐ CA 0 Y A 1010000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398888788 2019 ######## 3905 ######## 1714 2466 PAR 4 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 3 0 1 2A ‐ 9 21801 A N D C A A H ‐ A A 0 Y Y D 22 0 1 0 0 0 0 0 0 1 ‐ ‐ 37.95419 ‐121.244 SAN JOAQSTOCKTON ‐121.244 37.954478888839 2019 ######## 3905 ######## 2258 2816 PAR 4 5 6 3905 0 0 0 0 MAIN ST SIERRA NEVADA ST 0 Y A ‐ N Y 4 0 1 2A ‐ 1 23152 A N D E A A H ‐ CD 0 YYA 7001000000 ‐ ‐ 37.95547 ‐121.273 SAN JOAQSTOCKTON ‐121.273 37.955568891002 2019 ######## 3905 ######## 2130 2879 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 26 N Y A ‐ N Y 3 0 1 2A ‐ 1 23152 A N C C A A H ‐ DA 0 Y Y D 22 0 1 0 0 0 0 0 0 0 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954468917040 2019 ######## 3905 ######## 1824 7035 PAR 7 5 6 3905 0 0 0 0 MAIN ST B ST 0 Y A ‐ N Y 4 0 5 2A ‐ 9 21801 A N A C A A H ‐ AA 0 Y D 22 0 0 5 0 0 0 0 0 0 ‐ ‐ 37.9553 ‐121.264 SAN JOAQSTOCKTON ‐121.264 37.955478923249 2019 ######## 3905 ######## 1029 1312 PAR 7 5 6 3905 0 0 0 0 MAIN ST PILGRIM ST 0 Y A ‐ N Y 4 0 2 2A ‐ 8 22100 B N B C A A H ‐ AD 0 Y A 1002000000 ‐ ‐ 37.95505 ‐121.275 SAN JOAQSTOCKTON ‐121.275 37.955148926456 2019 ######## 3905 ######## 1329 2983 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 6 N Y A ‐ N N 4 0 1 2A ‐ 10 21950 A N G B B A H ‐ A A 0Y Y A 8001010000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954418926685 2019 ######## 3905 ######## 1017 2719 CIV 3 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQSTOCKTON ‐121.29 37.95173 8926690 2019 ######## 3905 ######## 1336 2983 PAR 1 5 6 3905 0 0 0 0 MAIN ST SHASTA AV 55 W Y A ‐ N Y 4 0 2 3A ‐ 3 22350 N C C A A H ‐ AD 0 Y A 1002000000 ‐ ‐ 37.95438 ‐121.248 SAN JOAQSTOCKTON ‐121.248 37.95466 8926710 2019 ######## 3905 ######## 1625 2463 CIV 1 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQSTOCKTON ‐121.29 37.95173 8942020 2019 ######## 3905 ######## 2055 2890 CIV 3 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N N 4 0 1 2A ‐ 8 22100 B N D C A A H ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQSTOCKTON ‐121.291 37.95151 8945703 2019 ######## 3905 ######## 1415 2536 PAR 5 5 6 3905 0 0 0 0 MAIN ST C ST 0 Y A ‐ N N 4 0 1 2D ‐ 0 NDCAAH ‐ AA 0 Y ‐ ‐ 001000000 ‐ ‐ 37.95516 ‐121.262 SAN JOAQSTOCKTON ‐121.262 37.955358945715 2019 ######## 3905 ######## 2135 3003 PAR 7 5 6 3905 0 0 0 0 WILSON WY MAIN ST 27 N Y A ‐ N N 2 0 1 2A ‐ 11 21955 N G B D A H ‐ C A 0Y Y Y N 60 1 0 0 0 1 0 0 0 0 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955858945816 2019 ######## 3905 ######## 1150 2952 PAR 3 5 6 3905 0 0 0 0 GOLDEN GATE AMAIN ST 0 Y A ‐ N N 4 0 1 2A ‐ 3 22350 N G B F A H ‐ A A 0Y YYA 8001010000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQSTOCKTON ‐121.244 37.954478945827 2019 ######## 3905 ######## 1118 7035 PAR 1 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 10 E Y A ‐ N N 4 0 1 2A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 8001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954858945917 2019 ######## 3905 ######## 1151 3021 PAR 3 5 6 3905 0 0 0 0 GOLDEN GATE AMAIN ST 0 Y A ‐ N N 3 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 010000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQSTOCKTON ‐121.244 37.954478945943 2019 ######## 3905 ######## 1831 2529 CIV 5 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 14 N Y A ‐ N N 3 0 1 2A ‐ 5 21650 1 N H G A A H ‐ AA 0 Y Y L 4010000100 ‐ ‐ 37.95216 ‐121.287 SAN JOAQSTOCKTON ‐121.287 37.952218946811 2019 ######## 3905 ######## 1112 2015 PAR 7 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954828946872 2019 ######## 3905 ######## 1905 2869 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 2 2A ‐ 17 21451 A N A C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954398978479 2019 ######## 3905 ######## 1136 2463 PAR 1 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 4 0 2 2A ‐ 12 21453 A N D D A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQSTOCKTON ‐121.244 37.954478986198 2019 ######## 3905 ######## 1209 2463 CIV 1 5 6 3905 0 0 0 0 MAIN ST STANISLAUS ST 5 E Y A ‐ N N 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 22 0 0 2 0 0 0 0 0 0 ‐ ‐ 37.95398 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.954048986380 2019 ######## 3905 ######## 1905 2820 5 5 6 3905 0 0 0 0 MAIN ST BROADWAY AV 24 E Y A ‐ N Y 4 0 1 2A ‐ 3 22350 N C C A A H ‐ CD 0 Y Y A 1001000001 ‐ ‐ 37.95399 ‐121.241 SAN JOAQSTOCKTON ‐121.241 37.954318986442 2019 ######## 3905 ######## 1156 2992 CIV 6 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQSTOCKTON ‐121.29 37.95173 8993124 2019 ######## 3905 ######## 1719 2820 PAR 3 5 6 3905 0 0 0 0 MAIN ST WILSON AV 0 Y A ‐ N N 4 0 1 2A ‐ 10 21950 A F G B B A H ‐ A A 0Y Y A 7001010000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.95578 9022521 2019 ######## 3905 ######## 1847 2992 CIV 3 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y B ‐ N N 4 0 2 2A ‐ 12 21453 A N D C A B H ‐ CA 0 Y D 22 0 0 2 0 0 0 0 0 0 ‐ ‐ 37.95117 ‐121.291 SAN JOAQSTOCKTON ‐121.29 37.95173 9022557 2019 ######## 3905 ######## 1414 2463 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 64 N Y A ‐ N Y 4 0 1 3A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.95595 9029632 2019 ######## 3905 ######## 1508 2463 PAR 1 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4 0 2 2A ‐ 12 21453 A F D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954399029636 2019 ######## 3905 ######## 1747 7035 PAR 1 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N N 4 0 3 2A ‐ 9 21801 A N D C A A H ‐ CA 0 Y A 7003000000 ‐ ‐ 37.95405 ‐121.253 SAN JOAQSTOCKTON ‐121.252 37.954859034003 2019 ######## 3905 ######## 857 7034 CIV 2 5 6 3905 0 0 0 0 CALIFORNIA ST MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95201 ‐121.285 SAN JOAQSTOCKTON ‐121.284 37.95269034059 2019 ######## 3905 ######## 1304 2529 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9537 ‐121.275 SAN JOAQSTOCKTON ‐121.274 37.954399038295 2020 ######## 3905 ######## 1058 3047 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4 0 1 2A ‐ 3 22350 N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9547 ‐121.275 SAN JOAQSTOCKTON ‐121.274 37.955369040145 2020 ######## 3905 ######## 1458 3410 PAR 2 5 6 3905 0 0 0 0 F ST MARSH ST 0 Y A ‐ N 4 0 1 2A ‐ 9 21803 A N D C A A H ‐ AA 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95505 ‐121.254 SAN JOAQSTOCKTON ‐121.254 37.955269053898 2020 ######## 3905 ######## 1807 2738 PAR 5 5 6 3905 0 0 0 0 MAIN ST MCDONELL AV 50 E N A ‐ N Y 4 0 1 2A ‐ 8 22107 N B C A A H ‐ CD 0 Y A 1001000000 ‐ ‐ 37.95495 ‐121.258 SAN JOAQSTOCKTON ‐121.258 37.955139063764 2020 ######## 3905 ######## 1115 3410 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3 0 3 2A ‐ 17 21451 A N A C A A H ‐ AA 0 Y A 1021000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954399101102 2020 ######## 3905 ######## 1123 2466 PAR 5 5 6 3905 0 0 0 0 MAIN ST DELLA ST 220 E N A ‐ N 4 0 1 1A ‐ 3 22350 N E I A A H ‐ AD 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95558 ‐121.269 SAN JOAQSTOCKTON ‐121.268 37.955689103849 2020 ######## 3905 ######## 1834 2566 PAR 1 5 6 3905 0 0 0 0 MAIN ST RENDON AV 107 E Y A ‐ N 4 0 1 2A ‐ 7 21658 A N D C A A H ‐ AD 0 Y A 7001000000 ‐ ‐ 37.95425 ‐121.246 SAN JOAQSTOCKTON ‐121.245 37.954519107575 2020 ######## 3905 ######## 1205 2542 PAR 5 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 4 0 2 3A ‐ 12 21453 A N D D A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954829110270 2020 ######## 3905 ######## 1230 2992 PAR 2 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95414 ‐121.272 SAN JOAQSTOCKTON ‐121.271 37.954829129907 2020 ######## 3905 ######## 1317 7122 PAR 7 5 6 3905 0 0 0 0 FILBERT ST HOME ST 0 Y A ‐ N Y 3 0 2 2A ‐ 9 21801 A N D C A A H ‐ AD 0 Y A 1011000000 ‐ ‐ 37.95491 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.955149131931 2020 ######## 3905 ######## 1111 7035 PAR 3 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N N 4 0 2 2A ‐ 1 23153 A N D D A A H ‐ AA 0 YYA 1002000000 ‐ ‐ 37.95329 ‐121.278 SAN JOAQSTOCKTON ‐121.276 37.953959135227 2020 ######## 3905 ######## 957 2463 CIV 7 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y A ‐ N 4 0 2 2A ‐ 9 21453 B N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95159 ‐121.288 SAN JOAQSTOCKTON ‐121.287 37.952179144105 2020 ######## 3905 ######## 1255 2729 PAR 2 5 6 3905 0 0 0 0 MARKET ST AIRPORT WY 46 W Y A ‐ N Y 4 0 1 2A ‐ 3 22350 F C C A A H ‐ AD 0 Y Y A 1001000001 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954369157906 2020 ######## 3905 ######## 1815 2837 PAR 2 5 6 3905 0 0 0 0 PAR AIRPORT WAY MAIN ST 0 Y A ‐ N Y 3 0 1 3A ‐ 12 21453 A M D C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955369160176 2020 ######## 3905 ######## 1430 1422 CIV 2 5 6 3905 0 0 0 0 MARKET ST CENTER ST 0 Y A ‐ N N 4 0 1 2A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQSTOCKTON ‐121.291 37.951519168718 2020 ######## 3905 ######## 1116 2466 CIV 3 5 6 3905 0 0 0 0 MARKET ST CENTER ST 145 W Y A ‐ 4 0 1 2A ‐ 17 21657 N B C A A H ‐ AD 0 Y A 7001000000 ‐ ‐ SAN JOAQSTOCKTON ‐121.291 37.951439171277 2020 ######## 3905 ######## 1604 2886 CIV 5 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95117 ‐121.291 SAN JOAQSTOCKTON ‐121.29 37.95173 9174745 2020 ######## 3905 ######## 2210 2650 PAR 5 5 6 3905 0 0 0 0 MAIN ST RENDON AV 43 E Y A ‐ 2 0 1 2A ‐ 11 21954 A F G B D A H ‐ C D 0Y Y N 60 1 0 0 0 1 0 0 0 0 ‐ ‐ 37.95369 ‐121.247 SAN JOAQSTOCKTON ‐121.246 37.95452 9190261 2020 ######## 3905 ######## 1435 2463 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954399190267 2020 ######## 3905 ######## 2153 2837 PAR 2 5 6 3905 0 0 0 0 PAR WILSON WY MARKET ST 0 Y ‐‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 1002000000 ‐ ‐ 37.95414 ‐121.272 SAN JOAQSTOCKTON ‐121.271 37.954829190279 2020 ######## 3905 ######## 1325 2466 CIV 5 5 6 3905 0 0 0 0 MARKET ST CALIFORNIA ST 0 Y A ‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7002000000 ‐ ‐ 37.95258 ‐121.284 SAN JOAQSTOCKTON ‐121.284 37.95269190320 2020 ######## 3905 ######## 1408 2463 PAR 7 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y B ‐ N Y 3 0 2 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1011000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQSTOCKTON ‐121.244 37.954479194959 2020 ######## 3905 ######## 2337 2738 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 2 2A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 1002000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954399203644 2020 ######## 3905 ######## 1505 3077 CIV 2 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N N 3 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y Y C 2010000001 ‐ ‐ 37.95152 ‐121.291 SAN JOAQSTOCKTON ‐121.291 37.951519203659 2020 ######## 3905 ######## 1115 2463 PAR 2 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N N 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 8001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955369206162 2020 ######## 3905 ######## 1750 2466 PAR 5 5 6 3905 0 0 0 0 MAIN ST AIRPORT WY 0 Y C ‐ N 3 0 1 2A ‐ 10 21950 A F G BBBH ‐ C A 0Y Y D 22 0 1 0 0 1 0 0 0 0 ‐ ‐ 37.95526 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.955369207064 2020 ######## 3905 ######## 1053 3054 CIV 1 5 6 3905 0 0 0 0 CALIFORNIA ST MAIN ST 56 N Y A ‐ N Y 3 0 1 2A ‐ 3 22350 F B C A A H ‐ AD 0 Y A 1010000000 ‐ ‐ 37.95362 ‐121.285 SAN JOAQSTOCKTON ‐121.285 37.953729209964 2020 ######## 3905 ######## 1629 7035 PAR 5 5 6 3905 0 0 0 0 MAIN ST SULLIVAN AV 20 E N A ‐ N Y 3 0 3 3A ‐ 3 22350 N C E A A H ‐ AA 0 Y A 1012000000 ‐ ‐ 37.95397 ‐121.252 SAN JOAQSTOCKTON ‐121.25 37.95478 9216233 2021 ######## 3905 ######## 2001 2820 PAR 4 5 6 3905 0 0 0 0 MAIN ST MCDONELL AV 45 W N A ‐ N 3 0 1 2A ‐ 8 22100 A N D C A A H ‐ CD 0 Y A 1010000000 ‐ ‐ 37.95495 ‐121.258 SAN JOAQSTOCKTON ‐121.258 37.95515 9241025 2021 ######## 3905 ######## 1146 7034 CIV 5 5 6 3905 0 0 0 0 SUTTER ST MARKET ST 0 Y A ‐ N Y 4 0 2 3A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7002000000 ‐ ‐ 37.95236 ‐121.286 SAN JOAQSTOCKTON ‐121.286 37.952389241030 2021 ######## 3905 ######## 2017 7035 PAR 7 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 4 0 3 2A ‐ 12 21453 A N D C A ‐ H ‐ CA 0 Y A 1003000000 ‐ ‐ 37.95363 ‐121.246 SAN JOAQSTOCKTON ‐121.244 37.954479244860 2021 ######## 3905 ######## 2241 2891 PAR 2 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3 0 3 3A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 7012000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954399244867 2021 ######## 3905 ######## 1118 2466 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A B N 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 8001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955789244878 2021 ######## 3905 ######## 1415 7035 CIV 6 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95117 ‐121.291 SAN JOAQSTOCKTON ‐121.29 37.95173 9244883 2021 ######## 3905 ######## 1107 7034 PAR 6 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 0 Y A ‐ N Y 3 0 1 2A ‐ 9 21802 A N D C A A H ‐ AA 0 Y Y A 1010000001 ‐ ‐ 37.95444 ‐121.249 SAN JOAQSTOCKTON ‐121.249 37.95471 9247207 2021 ######## 3905 ######## 1641 2466 PAR 1 5 6 3905 0 0 0 0 MAIN ST BROADWAY AV 115 W Y A ‐ N N 2 0 1 2A ‐ 7 21658 A N C C A A H ‐ AD 0 Y Y D 22 1 0 0 0 0 0 0 0 1 ‐ ‐ 37.95399 ‐121.241 SAN JOAQSTOCKTON ‐121.241 37.954329251451 2021 ######## 3905 ######## 1720 2466 PAR 1 5 6 3905 0 0 0 0 SIERRA NEVADAMARKET ST 0 Y A ‐ N Y 4 0 2 3A ‐ 9 21802 A F D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95393 ‐121.274 SAN JOAQSTOCKTON ‐121.273 37.954619266085 2021 ######## 3905 ######## 2304 2384 PAR 4 5 6 3905 0 0 0 0 MAIN ST E ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21802 A N D C A A H ‐ CD 0 Y A 1001000000 ‐ ‐ 37.95432 ‐121.258 SAN JOAQSTOCKTON ‐121.257 37.955099266093 2021 ######## 3905 ######## 2033 3040 SEA 5 5 6 3905 0 0 0 0 MAIN ST E ST 13 E Y A ‐ N 4 0 2 4A ‐ 3 22350 F C C A A H ‐ CD 0 Y A 1002000000 ‐ ‐ 37.95432 ‐121.258 SAN JOAQSTOCKTON ‐121.257 37.955099266100 2021 ######## 3905 ######## 1940 2738 PAR 5 5 6 3905 0 0 0 0 MAIN ST SEARCHLIGHT AV 73 E N A ‐ N 3 0 1 2A ‐ 11 21955 N G B D A H ‐ C D 0 Y Y N 60 0 1 0 0 1 0 0 0 0 ‐ ‐ 37.9547 ‐121.253 SAN JOAQSTOCKTON ‐121.253 37.954919266110 2021 ######## 3905 ######## 2138 3090 PAR 2 5 6 3905 0 0 0 0 MAIN ST SULLIVAN AV 10 W N A ‐ N 4 0 1 2A ‐ 4 21703 F C C A A H ‐ CD 0 Y A 1001000000 ‐ ‐ 37.95453 ‐121.251 SAN JOAQSTOCKTON ‐121.251 37.954789266113 2021 ######## 3905 ######## 1202 2466 PAR 3 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 3 0 2 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1011000000 ‐ ‐ 37.95405 ‐121.253 SAN JOAQSTOCKTON ‐121.252 37.954859266129 2021 ######## 3905 ######## 2259 3016 PAR 6 5 6 3905 0 0 0 0 MAIN ST UNION ST 0 Y A ‐ N Y 4 0 1 2A ‐ 17 21657 F D C A A H ‐ CD 0 Y A 1001000000 ‐ ‐ 37.95483 ‐121.277 SAN JOAQSTOCKTON ‐121.277 37.95499266132 2021 ######## 3905 ######## 1145 7035 PAR 6 5 6 3905 0 0 0 0 MAIN ST SHASTA AV 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95438 ‐121.248 SAN JOAQSTOCKTON ‐121.248 37.954659266138 2021 ######## 3905 ######## 1934 2384 PAR 7 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 2 0 2 2A ‐ 17 21451 A N A C A B H ‐ AA 0 Y A 7110000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954859266142 2021 ######## 3905 ######## 1850 1536 1 5 6 3905 0 0 0 0 MAIN ST WILSON WY 5 E Y A ‐ N 4 0 1 2A ‐ 10 21950 A F G B B A H ‐ B A 0Y Y A 1001010000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQSTOCKTON ‐121.272 37.955789266166 2021 ######## 3905 ######## 1132 2463 PAR 7 5 6 3905 0 0 0 0 MARKET ST WILSON WY 0 Y A ‐ N N 4 0 1 2A ‐ 7 21658 A N B C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95403 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954829266444 2021 ######## 3905 ######## 629 3117 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 2 2A ‐ 8 22107 F D C A A H ‐ AA 0 Y D 22 0 0 2 0 0 0 0 0 0 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954399266726 2021 ######## 3905 ######## 1410 2466 CIV 1 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 0 Y A ‐ N N 4 0 1 2A ‐ 10 21950 A F G B B A H ‐ A A 0Y Y ‐ 001010000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQSTOCKTON ‐121.287 37.952179266845 2021 ######## 3905 ######## 216 2980 CIV 5 5 6 3905 0 0 0 0 CENTER ST MARKET ST 100 N Y C ‐ N Y 4 0 1 3A ‐ 1 23152 A N E I A B H ‐ CA 0 YYA 1001000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQSTOCKTON ‐121.291 37.951789283757 2021 ######## 3905 ######## 1624 1541 PAR 2 5 6 3905 0 0 0 0 MAIN ST PILGRIM ST 0 Y A ‐ N 4 0 1 2A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95505 ‐121.275 SAN JOAQSTOCKTON ‐121.275 37.955149284517 2021 ######## 3905 ######## 2035 2625 PAR 5 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y A ‐ N Y 4 0 2 2A ‐ 9 21801 A F A C A A H ‐ CA 0 Y A 7002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954859284672 2021 ######## 3905 ######## 1930 2466 PAR 4 5 6 3905 0 0 0 0 MAIN ST SIERRA NEVADA ST 0 Y A ‐ N 3 0 1 2A ‐ 8 22100 B F D G A A H ‐ AA 0 Y Y A 1010000100 ‐ ‐ 37.95547 ‐121.273 SAN JOAQSTOCKTON ‐121.273 37.955559287471 2021 ######## 3905 ######## 1838 3020 CIV 2 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.953 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.953069289127 2021 ######## 3905 ######## 1041 2463 PAR 3 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95372 ‐121.275 SAN JOAQSTOCKTON ‐121.274 37.954399291130 2021 ######## 3905 ######## 1123 7034 CIV 4 5 6 3905 0 0 0 0 CALIFORNIA ST MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 001000000 ‐ ‐ 37.95202 ‐121.285 SAN JOAQSTOCKTON ‐121.284 37.95269291154 2021 ######## 3905 ######## 454 2987 PAR 7 5 6 3905 0 0 0 0 MAIN ST ASH ST 100 E N A ‐ N Y 3 0 1 3A ‐ 1 23152 A N C E A A H ‐ BA 0 YYA 1010000000 ‐ ‐ 37.95511 ‐121.261 SAN JOAQSTOCKTON ‐121.26 37.95527 9291305 2021 ######## 3905 ######## 1152 2483 PAC 1 5 6 3905 0 0 0 0 MAIN ST SHASTA AV 93 W N A ‐ N N 4 0 3 2A ‐ 8 22102 N D C A A H ‐ AD 0 Y A 8003000000 ‐ ‐ 37.95438 ‐121.248 SAN JOAQSTOCKTON ‐121.248 37.95467 9291414 2021 ######## 3905 ######## 940 1315 CIV 5 5 6 3905 0 0 0 0 MAIN ST STANISLAUS ST 0 Y A ‐ N 4 0 1 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.954049298906 2021 ######## 3905 ######## 1040 2463 PAR 1 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 4 0 1 2A ‐ 7 21658 A M A C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQSTOCKTON ‐121.244 37.954479298950 2021 ######## 3905 ######## 1006 2463 PAR 2 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQSTOCKTON ‐121.271 37.954829326501 2021 ######## 3905 ######## 1902 1541 PAR 1 5 6 3905 0 0 0 0 WILSON WY MARKET ST 32 S Y A ‐ N N 4 0 1 2A ‐ 8 22100 A N B C A A H ‐ AA 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95414 ‐121.272 SAN JOAQSTOCKTON ‐121.271 37.954739326650 2021 ######## 3905 ######## 1638 2466 CIV 1 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 001000000 ‐ ‐ 37.95159 ‐121.288 SAN JOAQSTOCKTON ‐121.287 37.952179340944 2021 ######## 3905 ######## 1707 7035 PAR 6 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 3 0 3 2A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1012000000 ‐ FR 37.95461 ‐121.252 SAN JOAQSTOCKTON ‐121.252 37.954859340947 2021 ######## 3905 ######## 1448 7034 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3 0 6 4A ‐ 12 21453 A N D C A A H ‐ AA 0 Y I 19 0 2 4 0 0 0 0 0 0 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954399341567 2021 ######## 3905 ######## 1018 1315 CIV 6 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N Y 3 0 4 3A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐ ‐ 013000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQSTOCKTON ‐121.282 37.954049344400 2021 ######## 3905 ######## 1609 7034 PAR 4 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 12 22450 N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95385 ‐121.276 SAN JOAQSTOCKTON ‐121.276 37.953959344485 2021 ######## 3905 ######## 1706 7034 PAR 5 5 6 3905 0 0 0 0 AIRPORT AV MARKET ST 0 Y A ‐ N Y 4 0 1 2A ‐ 3 22350 N C C A A H ‐ AA 0 Y D 22 0 0 1 0 0 0 0 0 0 ‐ ‐ 37.95428 ‐121.274 SAN JOAQSTOCKTON ‐121.274 37.954399352432 2021 ######## 3905 ######## 107 2890 CIV 6 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N Y 4 0 1 2A ‐ 9 21800 A N D C A A H ‐ CA 0 Y A 8001000000 ‐ ‐ 37.953 ‐121.283 SAN JOAQSTOCKTON ‐121.282 37.954049352481 2021 ######## 3905 ######## 1602 2466 PAR 1 5 6 3905 0 0 0 0 WILSON WY MARKET ST 10 S Y A ‐ N N 4 0 2 2A ‐ 12 21453 A F C C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95414 ‐121.272 SAN JOAQSTOCKTON ‐121.271 37.95479

ATTACHMENT
B
690
APPENDIX B – TRAFFIC COUNT SHEETS

ATTACHMENT B
691
Location: Main St, Between San Joaquin Street and Sutter Street Date Range: 4/3/2024 - 4/9/2024
Site Code: 01
WB EB Total WB EB Total WB EB Total WB EB Total WB EB Total WB EB Total WB EB Total WB EB Total 12:00 AM 2 0 2 - - - - - - - - - - - - - - - - - - 2 0 2 1:00 AM 0 0 0 - - - - - - - - - - - - - - - - - - 0 0 0 2:00 AM 2 0 2 - - - - - - - - - - - - - - - - - - 2 0 2 3:00 AM 3 0 3 - - - - - - - - - - - - - - - - - - 3 0 3 4:00 AM 1 0 1 - - - - - - - - - - - - - - - - - - 1 0 1 5:00 AM 6 0 6 - - - - - - - - - - - - - - - - - - 6 0 6 6:00 AM 14 0 14 - - - - - - - - - - - - - - - - - - 14 0 14 7:00 AM 34 0 34 - - - - - - - - - - - - - - - - - - 34 0 34 8:00 AM 75 0 75 - - - - - - - - - - - - - - - - - - 75 0 75 9:00 AM 67 0 67 - - - - - - - - - - - - - - - - - - 67 0 67 10:00 AM 98 0 98 - - - - - - - - - - - - - - - - - - 98 0 98 11:00 AM 96 0 96 - - - - - - - - - - - - - - - - - - 96 0 96 12:00 PM 109 0 109 - - - - - - - - - - - - - - - - - - 109 0 109 1:00 PM 116 0 116 - - - - - - - - - - - - - - - - - - 116 0 116 2:00 PM 77 0 77 - - - - - - - - - - - - - - - - - - 77 0 77 3:00 PM 77 0 77 - - - - - - - - - - - - - - - - - - 77 0 77 4:00 PM 64 0 64 - - - - - - - - - - - - - - - - - - 64 0 64 5:00 PM 39 0 39 - - - - - - - - - - - - - - - - - - 39 0 39 6:00 PM 33 0 33 - - - - - - - - - - - - - - - - - - 33 0 33 7:00 PM 12 0 12 - - - - - - - - - - - - - - - - - - 12 0 12 8:00 PM 12 0 12 - - - - - - - - - - - - - - - - - - 12 0 12 9:00 PM 9 0 9 - - - - - - - - - - - - - - - - - - 9 0 9 10:00 PM 3 0 3 - - - - - - - - - - - - - - - - - - 3 0 3 11:00 PM 2 0 2 - - - - - - - - - - - - - - - - - - 2 0 2 Total 951 - 951 - - - - - - - - - - - - - - - - - - 951 - 951 Percent 100% - - - - - - - - - - - - - 100% -
AM Peak 10:00 - 10:00 - - - - - - - - - - - - - - - - - - 10:00 - 10:00 Vol. 98 - 98 - - - - - - - - - - - - - - - - - - 98 - 98 PM Peak 13:00 - 13:00 - - - - - - - - - - - - - - - - - - 13:00 - 13:00 Vol. 116 - 116 - - - - - - - - - - - - - - - - - - 116 - 116

1. Mid-week average includes data between Tuesday and Thursday. 4/3/2024 4/4/2024 4/5/2024 4/6/2024 4/7/2024 4/8/2024 Time Wednesday Thursday Friday Saturday Sunday Monday Tuesday Mid-Week Average 4/9/2024
1 Project Manager: (415) 310-6469
[email protected]

ATTACHMENT B
692
Location: Main St, Between American Street and Stanislaus Street Date Range: 4/3/2024 - 4/9/2024
Site Code: 02
WB EB Total WB EB Total WB EB Total WB EB Total WB EB Total WB EB Total WB EB Total WB EB Total 12:00 AM 5 0 5 - - - - - - - - - - - - - - - - - - 5 0 5 1:00 AM 7 0 7 - - - - - - - - - - - - - - - - - - 7 0 7 2:00 AM 3 0 3 - - - - - - - - - - - - - - - - - - 3 0 3 3:00 AM 4 0 4 - - - - - - - - - - - - - - - - - - 4 0 4 4:00 AM 6 0 6 - - - - - - - - - - - - - - - - - - 6 0 6 5:00 AM 14 0 14 - - - - - - - - - - - - - - - - - - 14 0 14 6:00 AM 32 0 32 - - - - - - - - - - - - - - - - - - 32 0 32 7:00 AM 181 0 181 - - - - - - - - - - - - - - - - - - 181 0 181 8:00 AM 106 0 106 - - - - - - - - - - - - - - - - - - 106 0 106 9:00 AM 75 0 75 - - - - - - - - - - - - - - - - - - 75 0 75 10:00 AM 69 0 69 - - - - - - - - - - - - - - - - - - 69 0 69 11:00 AM 110 0 110 - - - - - - - - - - - - - - - - - - 110 0 110 12:00 PM 145 0 145 - - - - - - - - - - - - - - - - - - 145 0 145 1:00 PM 90 0 90 - - - - - - - - - - - - - - - - - - 90 0 90 2:00 PM 108 0 108 - - - - - - - - - - - - - - - - - - 108 0 108 3:00 PM 98 0 98 - - - - - - - - - - - - - - - - - - 98 0 98 4:00 PM 111 0 111 - - - - - - - - - - - - - - - - - - 111 0 111 5:00 PM 65 0 65 - - - - - - - - - - - - - - - - - - 65 0 65 6:00 PM 31 0 31 - - - - - - - - - - - - - - - - - - 31 0 31 7:00 PM 25 0 25 - - - - - - - - - - - - - - - - - - 25 0 25 8:00 PM 20 0 20 - - - - - - - - - - - - - - - - - - 20 0 20 9:00 PM 23 0 23 - - - - - - - - - - - - - - - - - - 23 0 23 10:00 PM 10 0 10 - - - - - - - - - - - - - - - - - - 10 0 10 11:00 PM 5 0 5 - - - - - - - - - - - - - - - - - - 5 0 5 Total 1,343 - 1,343 - - - - - - - - - - - - - - - - - - 1,343 - 1,343 Percent 100% - - - - - - - - - - - - - 100% -
AM Peak 07:00 - 07:00 - - - - - - - - - - - - - - - - - - 07:00 - 07:00 Vol. 181 - 181 - - - - - - - - - - - - - - - - - - 181 - 181 PM Peak 12:00 - 12:00 - - - - - - - - - - - - - - - - - - 12:00 - 12:00 Vol. 145 - 145 - - - - - - - - - - - - - - - - - - 145 - 145

ATTACHMENT B
693
Location: Main St, Between Grant Street and Aurora Street Date Range: 4/3/2024 - 4/9/2024
Site Code: 03
WB EB Total WB EB Total WB EB Total WB EB Total WB EB Total WB EB Total WB EB Total WB EB Total 12:00 AM 13 0 13 - - - - - - - - - - - - - - - - - - 13 0 13 1:00 AM 13 0 13 - - - - - - - - - - - - - - - - - - 13 0 13 2:00 AM 11 0 11 - - - - - - - - - - - - - - - - - - 11 0 11 3:00 AM 7 0 7 - - - - - - - - - - - - - - - - - - 7 0 7 4:00 AM 13 0 13 - - - - - - - - - - - - - - - - - - 13 0 13 5:00 AM 22 0 22 - - - - - - - - - - - - - - - - - - 22 0 22 6:00 AM 34 0 34 - - - - - - - - - - - - - - - - - - 34 0 34 7:00 AM 91 0 91 - - - - - - - - - - - - - - - - - - 91 0 91 8:00 AM 89 0 89 - - - - - - - - - - - - - - - - - - 89 0 89 9:00 AM 77 0 77 - - - - - - - - - - - - - - - - - - 77 0 77 10:00 AM 74 0 74 - - - - - - - - - - - - - - - - - - 74 0 74 11:00 AM 97 0 97 - - - - - - - - - - - - - - - - - - 97 0 97 12:00 PM 121 0 121 - - - - - - - - - - - - - - - - - - 121 0 121 1:00 PM 113 0 113 - - - - - - - - - - - - - - - - - - 113 0 113 2:00 PM 118 0 118 - - - - - - - - - - - - - - - - - - 118 0 118 3:00 PM 131 0 131 - - - - - - - - - - - - - - - - - - 131 0 131 4:00 PM 125 0 125 - - - - - - - - - - - - - - - - - - 125 0 125 5:00 PM 108 0 108 - - - - - - - - - - - - - - - - - - 108 0 108 6:00 PM 68 0 68 - - - - - - - - - - - - - - - - - - 68 0 68 7:00 PM 47 0 47 - - - - - - - - - - - - - - - - - - 47 0 47 8:00 PM 32 0 32 - - - - - - - - - - - - - - - - - - 32 0 32 9:00 PM 36 0 36 - - - - - - - - - - - - - - - - - - 36 0 36 10:00 PM 12 0 12 - - - - - - - - - - - - - - - - - - 12 0 12 11:00 PM 7 0 7 - - - - - - - - - - - - - - - - - - 7 0 7 Total 1,459 - 1,459 - - - - - - - - - - - - - - - - - - 1,459 - 1,459 Percent 100% - - - - - - - - - - - - - 100% -
AM Peak 11:00 - 11:00 - - - - - - - - - - - - - - - - - - 11:00 - 11:00 Vol. 97 - 97 - - - - - - - - - - - - - - - - - - 97 - 97 PM Peak 15:00 - 15:00 - - - - - - - - - - - - - - - - - - 15:00 - 15:00 Vol. 131 - 131 - - - - - - - - - - - - - - - - - - 131 - 131

ATTACHMENT B
694
Location: 01 - Main St, Between Aurora Street and Union Street Date Range: 9/28/2023 - 10/4/2023
Site Code:

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 0 6 6 - - - - - - - - - - - - - - - - - - 0 6 6 1:00 AM 0 4 4 - - - - - - - - - - - - - - - - - - 0 4 4 2:00 AM 0 3 3 - - - - - - - - - - - - - - - - - - 0 3 3 3:00 AM 0 3 3 - - - - - - - - - - - - - - - - - - 0 3 3 4:00 AM 0 10 10 - - - - - - - - - - - - - - - - - - 0 10 10 5:00 AM 0 9 9 - - - - - - - - - - - - - - - - - - 0 9 9 6:00 AM 0 27 27 - - - - - - - - - - - - - - - - - - 0 27 27 7:00 AM 0 92 92 - - - - - - - - - - - - - - - - - - 0 92 92 8:00 AM 0 91 91 - - - - - - - - - - - - - - - - - - 0 91 91 9:00 AM 0 90 90 - - - - - - - - - - - - - - - - - - 0 90 90 10:00 AM 0 68 68 - - - - - - - - - - - - - - - - - - 0 68 68 11:00 AM 0 70 70 - - - - - - - - - - - - - - - - - - 0 70 70 12:00 PM 0 85 85 - - - - - - - - - - - - - - - - - - 0 85 85 1:00 PM 0 95 95 - - - - - - - - - - - - - - - - - - 0 95 95 2:00 PM 0 104 104 - - - - - - - - - - - - - - - - - - 0 104 104 3:00 PM 0 92 92 - - - - - - - - - - - - - - - - - - 0 92 92 4:00 PM 0 84 84 - - - - - - - - - - - - - - - - - - 0 84 84 5:00 PM 0 68 68 - - - - - - - - - - - - - - - - - - 0 68 68 6:00 PM 0 44 44 - - - - - - - - - - - - - - - - - - 0 44 44 7:00 PM 0 34 34 - - - - - - - - - - - - - - - - - - 0 34 34 8:00 PM 0 27 27 - - - - - - - - - - - - - - - - - - 0 27 27 9:00 PM 0 27 27 - - - - - - - - - - - - - - - - - - 0 27 27 10:00 PM 0 15 15 - - - - - - - - - - - - - - - - - - 0 15 15 11:00 PM 0 15 15 - - - - - - - - - - - - - - - - - - 0 15 15 Total - 1,163 1,163 - - - - - - - - - - - - - - - - - - - 1,163 1,163 Percent - 100% - - - - - - - - - - - - - 100%
AM Peak - 07:00 07:00 - - - - - - - - - - - - - - - - - - - 07:00 07:00 Vol. - 92 92 - - - - - - - - - - - - - - - - - - - 92 92 PM Peak - 14:00 14:00 - - - - - - - - - - - - - - - - - - - 14:00 14:00 Vol. - 104 104 - - - - - - - - - - - - - - - - - - - 104 104

1. Mid-week average includes data between Tuesday and Thursday. 9/28/2023 9/29/2023 9/30/2023 10/1/2023 10/2/2023 10/3/2023 Time Thursday Friday Saturday Sunday Monday Tuesday Wednesday Mid-Week Average 10/4/2023
1 Project Manager: (415) 310-6469
[email protected]

ATTACHMENT B
695
Location: 02 - Main St, Between Airport Way and Sierra Nevada Street Date Range: 9/28/2023 - 10/4/2023
Site Code:

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 0 18 18 - - - - - - - - - - - - - - - - - - 0 18 18 1:00 AM 0 9 9 - - - - - - - - - - - - - - - - - - 0 9 9 2:00 AM 0 11 11 - - - - - - - - - - - - - - - - - - 0 11 11 3:00 AM 0 8 8 - - - - - - - - - - - - - - - - - - 0 8 8 4:00 AM 0 25 25 - - - - - - - - - - - - - - - - - - 0 25 25 5:00 AM 0 41 41 - - - - - - - - - - - - - - - - - - 0 41 41 6:00 AM 0 57 57 - - - - - - - - - - - - - - - - - - 0 57 57 7:00 AM 0 124 124 - - - - - - - - - - - - - - - - - - 0 124 124 8:00 AM 0 181 181 - - - - - - - - - - - - - - - - - - 0 181 181 9:00 AM 0 157 157 - - - - - - - - - - - - - - - - - - 0 157 157 10:00 AM 0 129 129 - - - - - - - - - - - - - - - - - - 0 129 129 11:00 AM 0 146 146 - - - - - - - - - - - - - - - - - - 0 146 146 12:00 PM 0 26 26 - - - - - - - - - - - - - - - - - - 0 26 26 1:00 PM 0 96 96 - - - - - - - - - - - - - - - - - - 0 96 96 2:00 PM 0 207 207 - - - - - - - - - - - - - - - - - - 0 207 207 3:00 PM 0 169 169 - - - - - - - - - - - - - - - - - - 0 169 169 4:00 PM 0 177 177 - - - - - - - - - - - - - - - - - - 0 177 177 5:00 PM 0 170 170 - - - - - - - - - - - - - - - - - - 0 170 170 6:00 PM 0 119 119 - - - - - - - - - - - - - - - - - - 0 119 119 7:00 PM 0 106 106 - - - - - - - - - - - - - - - - - - 0 106 106 8:00 PM 0 70 70 - - - - - - - - - - - - - - - - - - 0 70 70 9:00 PM 0 70 70 - - - - - - - - - - - - - - - - - - 0 70 70 10:00 PM 0 28 28 - - - - - - - - - - - - - - - - - - 0 28 28 11:00 PM 0 40 40 - - - - - - - - - - - - - - - - - - 0 40 40 Total - 2,184 2,184 - - - - - - - - - - - - - - - - - - - 2,184 2,184 Percent - 100% - - - - - - - - - - - - - 100%
AM Peak - 08:00 08:00 - - - - - - - - - - - - - - - - - - - 08:00 08:00 Vol. - 181 181 - - - - - - - - - - - - - - - - - - - 181 181 PM Peak - 14:00 14:00 - - - - - - - - - - - - - - - - - - - 14:00 14:00 Vol. - 207 207 - - - - - - - - - - - - - - - - - - - 207 207

ATTACHMENT B
696
Location: 03 - Main St, Between Wilson Way and Della Street Date Range: 9/28/2023 - 10/4/2023
Site Code:

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 0 35 35 - - - - - - - - - - - - - - - - - - 0 35 35 1:00 AM 0 27 27 - - - - - - - - - - - - - - - - - - 0 27 27 2:00 AM 0 26 26 - - - - - - - - - - - - - - - - - - 0 26 26 3:00 AM 0 37 37 - - - - - - - - - - - - - - - - - - 0 37 37 4:00 AM 0 66 66 - - - - - - - - - - - - - - - - - - 0 66 66 5:00 AM 0 86 86 - - - - - - - - - - - - - - - - - - 0 86 86 6:00 AM 0 154 154 - - - - - - - - - - - - - - - - - - 0 154 154 7:00 AM 0 306 306 - - - - - - - - - - - - - - - - - - 0 306 306 8:00 AM 0 435 435 - - - - - - - - - - - - - - - - - - 0 435 435 9:00 AM 0 296 296 - - - - - - - - - - - - - - - - - - 0 296 296 10:00 AM 0 256 256 - - - - - - - - - - - - - - - - - - 0 256 256 11:00 AM 0 282 282 - - - - - - - - - - - - - - - - - - 0 282 282 12:00 PM 0 306 306 - - - - - - - - - - - - - - - - - - 0 306 306 1:00 PM 0 364 364 - - - - - - - - - - - - - - - - - - 0 364 364 2:00 PM 0 448 448 - - - - - - - - - - - - - - - - - - 0 448 448 3:00 PM 0 450 450 - - - - - - - - - - - - - - - - - - 0 450 450 4:00 PM 0 389 389 - - - - - - - - - - - - - - - - - - 0 389 389 5:00 PM 0 382 382 - - - - - - - - - - - - - - - - - - 0 382 382 6:00 PM 0 326 326 - - - - - - - - - - - - - - - - - - 0 326 326 7:00 PM 0 282 282 - - - - - - - - - - - - - - - - - - 0 282 282 8:00 PM 0 195 195 - - - - - - - - - - - - - - - - - - 0 195 195 9:00 PM 0 189 189 - - - - - - - - - - - - - - - - - - 0 189 189 10:00 PM 0 140 140 - - - - - - - - - - - - - - - - - - 0 140 140 11:00 PM 0 72 72 - - - - - - - - - - - - - - - - - - 0 72 72 Total - 5,549 5,549 - - - - - - - - - - - - - - - - - - - 5,549 5,549 Percent - 100% - - - - - - - - - - - - - 100%
AM Peak - 08:00 08:00 - - - - - - - - - - - - - - - - - - - 08:00 08:00 Vol. - 435 435 - - - - - - - - - - - - - - - - - - - 435 435 PM Peak - 15:00 15:00 - - - - - - - - - - - - - - - - - - - 15:00 15:00 Vol. - 450 450 - - - - - - - - - - - - - - - - - - - 450 450

ATTACHMENT B
697
Location: 04 - Main St, Between Market Street and A Street Date Range: 9/28/2023 - 10/4/2023
Site Code:

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 21 35 56 - - - - - - - - - - - - - - - - - - 21 35 56 1:00 AM 27 28 55 - - - - - - - - - - - - - - - - - - 27 28 55 2:00 AM 14 24 38 - - - - - - - - - - - - - - - - - - 14 24 38 3:00 AM 11 46 57 - - - - - - - - - - - - - - - - - - 11 46 57 4:00 AM 21 75 96 - - - - - - - - - - - - - - - - - - 21 75 96 5:00 AM 49 101 150 - - - - - - - - - - - - - - - - - - 49 101 150 6:00 AM 62 156 218 - - - - - - - - - - - - - - - - - - 62 156 218 7:00 AM 89 315 404 - - - - - - - - - - - - - - - - - - 89 315 404 8:00 AM 178 383 561 - - - - - - - - - - - - - - - - - - 178 383 561 9:00 AM 113 277 390 - - - - - - - - - - - - - - - - - - 113 277 390 10:00 AM 126 246 372 - - - - - - - - - - - - - - - - - - 126 246 372 11:00 AM 188 269 457 - - - - - - - - - - - - - - - - - - 188 269 457 12:00 PM 193 279 472 - - - - - - - - - - - - - - - - - - 193 279 472 1:00 PM 224 360 584 - - - - - - - - - - - - - - - - - - 224 360 584 2:00 PM 236 437 673 - - - - - - - - - - - - - - - - - - 236 437 673 3:00 PM 276 392 668 - - - - - - - - - - - - - - - - - - 276 392 668 4:00 PM 281 366 647 - - - - - - - - - - - - - - - - - - 281 366 647 5:00 PM 284 381 665 - - - - - - - - - - - - - - - - - - 284 381 665 6:00 PM 229 332 561 - - - - - - - - - - - - - - - - - - 229 332 561 7:00 PM 194 294 488 - - - - - - - - - - - - - - - - - - 194 294 488 8:00 PM 135 201 336 - - - - - - - - - - - - - - - - - - 135 201 336 9:00 PM 111 183 294 - - - - - - - - - - - - - - - - - - 111 183 294 10:00 PM 59 129 188 - - - - - - - - - - - - - - - - - - 59 129 188 11:00 PM 31 69 100 - - - - - - - - - - - - - - - - - - 31 69 100 Total 3,152 5,378 8,530 - - - - - - - - - - - - - - - - - - 3,152 5,378 8,530 Percent 37% 63% - - - - - - - - - - - - 37% 63%
AM Peak 11:00 08:00 08:00 - - - - - - - - - - - - - - - - - - 11:00 08:00 08:00 Vol. 188 383 561 - - - - - - - - - - - - - - - - - - 188 383 561 PM Peak 17:00 14:00 14:00 - - - - - - - - - - - - - - - - - - 17:00 14:00 14:00 Vol. 284 437 673 - - - - - - - - - - - - - - - - - - 284 437 673

ATTACHMENT B
698
Location: 05 - Main St, Between B Street and C Street
Date Range: 9/28/2023 - 10/4/2023
Site Code:

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 30 36 66 - - - - - - - - - - - - - - - - - - 30 36 66 1:00 AM 35 27 62 - - - - - - - - - - - - - - - - - - 35 27 62 2:00 AM 20 21 41 - - - - - - - - - - - - - - - - - - 20 21 41 3:00 AM 15 37 52 - - - - - - - - - - - - - - - - - - 15 37 52 4:00 AM 39 68 107 - - - - - - - - - - - - - - - - - - 39 68 107 5:00 AM 55 95 150 - - - - - - - - - - - - - - - - - - 55 95 150 6:00 AM 104 146 250 - - - - - - - - - - - - - - - - - - 104 146 250 7:00 AM 183 294 477 - - - - - - - - - - - - - - - - - - 183 294 477 8:00 AM 248 374 622 - - - - - - - - - - - - - - - - - - 248 374 622 9:00 AM 154 260 414 - - - - - - - - - - - - - - - - - - 154 260 414 10:00 AM 192 229 421 - - - - - - - - - - - - - - - - - - 192 229 421 11:00 AM 225 244 469 - - - - - - - - - - - - - - - - - - 225 244 469 12:00 PM 273 272 545 - - - - - - - - - - - - - - - - - - 273 272 545 1:00 PM 365 341 706 - - - - - - - - - - - - - - - - - - 365 341 706 2:00 PM 370 444 814 - - - - - - - - - - - - - - - - - - 370 444 814 3:00 PM 406 383 789 - - - - - - - - - - - - - - - - - - 406 383 789 4:00 PM 481 353 834 - - - - - - - - - - - - - - - - - - 481 353 834 5:00 PM 496 342 838 - - - - - - - - - - - - - - - - - - 496 342 838 6:00 PM 339 332 671 - - - - - - - - - - - - - - - - - - 339 332 671 7:00 PM 286 274 560 - - - - - - - - - - - - - - - - - - 286 274 560 8:00 PM 226 180 406 - - - - - - - - - - - - - - - - - - 226 180 406 9:00 PM 136 176 312 - - - - - - - - - - - - - - - - - - 136 176 312 10:00 PM 102 125 227 - - - - - - - - - - - - - - - - - - 102 125 227 11:00 PM 46 65 111 - - - - - - - - - - - - - - - - - - 46 65 111 Total 4,826 5,118 9,944 - - - - - - - - - - - - - - - - - - 4,826 5,118 9,944 Percent 49% 51% - - - - - - - - - - - - 49% 51%
AM Peak 08:00 08:00 08:00 - - - - - - - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 248 374 622 - - - - - - - - - - - - - - - - - - 248 374 622 PM Peak 17:00 14:00 17:00 - - - - - - - - - - - - - - - - - - 17:00 14:00 17:00 Vol. 496 444 838 - - - - - - - - - - - - - - - - - - 496 444 838

ATTACHMENT B
699
Location: 06 - Main St, Between D Street and Sonora Street Date Range: 9/28/2023 - 10/4/2023
Site Code:

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 29 36 65 - - - - - - - - - - - - - - - - - - 29 36 65 1:00 AM 31 25 56 - - - - - - - - - - - - - - - - - - 31 25 56 2:00 AM 20 18 38 - - - - - - - - - - - - - - - - - - 20 18 38 3:00 AM 17 38 55 - - - - - - - - - - - - - - - - - - 17 38 55 4:00 AM 45 60 105 - - - - - - - - - - - - - - - - - - 45 60 105 5:00 AM 68 84 152 - - - - - - - - - - - - - - - - - - 68 84 152 6:00 AM 117 126 243 - - - - - - - - - - - - - - - - - - 117 126 243 7:00 AM 160 252 412 - - - - - - - - - - - - - - - - - - 160 252 412 8:00 AM 239 366 605 - - - - - - - - - - - - - - - - - - 239 366 605 9:00 AM 161 246 407 - - - - - - - - - - - - - - - - - - 161 246 407 10:00 AM 195 211 406 - - - - - - - - - - - - - - - - - - 195 211 406 11:00 AM 202 237 439 - - - - - - - - - - - - - - - - - - 202 237 439 12:00 PM 236 276 512 - - - - - - - - - - - - - - - - - - 236 276 512 1:00 PM 298 346 644 - - - - - - - - - - - - - - - - - - 298 346 644 2:00 PM 315 428 743 - - - - - - - - - - - - - - - - - - 315 428 743 3:00 PM 359 362 721 - - - - - - - - - - - - - - - - - - 359 362 721 4:00 PM 401 348 749 - - - - - - - - - - - - - - - - - - 401 348 749 5:00 PM 395 359 754 - - - - - - - - - - - - - - - - - - 395 359 754 6:00 PM 277 319 596 - - - - - - - - - - - - - - - - - - 277 319 596 7:00 PM 250 275 525 - - - - - - - - - - - - - - - - - - 250 275 525 8:00 PM 189 184 373 - - - - - - - - - - - - - - - - - - 189 184 373 9:00 PM 137 147 284 - - - - - - - - - - - - - - - - - - 137 147 284 10:00 PM 89 105 194 - - - - - - - - - - - - - - - - - - 89 105 194 11:00 PM 54 60 114 - - - - - - - - - - - - - - - - - - 54 60 114 Total 4,284 4,908 9,192 - - - - - - - - - - - - - - - - - - 4,284 4,908 9,192 Percent 47% 53% - - - - - - - - - - - - 47% 53%
AM Peak 08:00 08:00 08:00 - - - - - - - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 239 366 605 - - - - - - - - - - - - - - - - - - 239 366 605 PM Peak 16:00 14:00 17:00 - - - - - - - - - - - - - - - - - - 16:00 14:00 17:00 Vol. 401 428 754 - - - - - - - - - - - - - - - - - - 401 428 754

ATTACHMENT B
700
Location: 07 - Main St, Between E Street and Sharon Avenue Date Range: 9/28/2023 - 10/4/2023
Site Code:

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 24 37 61 - - - - - - - - - - - - - - - - - - 24 37 61 1:00 AM 27 25 52 - - - - - - - - - - - - - - - - - - 27 25 52 2:00 AM 20 16 36 - - - - - - - - - - - - - - - - - - 20 16 36 3:00 AM 15 40 55 - - - - - - - - - - - - - - - - - - 15 40 55 4:00 AM 46 59 105 - - - - - - - - - - - - - - - - - - 46 59 105 5:00 AM 69 79 148 - - - - - - - - - - - - - - - - - - 69 79 148 6:00 AM 121 122 243 - - - - - - - - - - - - - - - - - - 121 122 243 7:00 AM 174 256 430 - - - - - - - - - - - - - - - - - - 174 256 430 8:00 AM 237 384 621 - - - - - - - - - - - - - - - - - - 237 384 621 9:00 AM 172 241 413 - - - - - - - - - - - - - - - - - - 172 241 413 10:00 AM 196 222 418 - - - - - - - - - - - - - - - - - - 196 222 418 11:00 AM 218 242 460 - - - - - - - - - - - - - - - - - - 218 242 460 12:00 PM 246 270 516 - - - - - - - - - - - - - - - - - - 246 270 516 1:00 PM 323 313 636 - - - - - - - - - - - - - - - - - - 323 313 636 2:00 PM 333 451 784 - - - - - - - - - - - - - - - - - - 333 451 784 3:00 PM 360 363 723 - - - - - - - - - - - - - - - - - - 360 363 723 4:00 PM 440 340 780 - - - - - - - - - - - - - - - - - - 440 340 780 5:00 PM 396 357 753 - - - - - - - - - - - - - - - - - - 396 357 753 6:00 PM 267 335 602 - - - - - - - - - - - - - - - - - - 267 335 602 7:00 PM 258 284 542 - - - - - - - - - - - - - - - - - - 258 284 542 8:00 PM 179 212 391 - - - - - - - - - - - - - - - - - - 179 212 391 9:00 PM 136 131 267 - - - - - - - - - - - - - - - - - - 136 131 267 10:00 PM 90 99 189 - - - - - - - - - - - - - - - - - - 90 99 189 11:00 PM 57 57 114 - - - - - - - - - - - - - - - - - - 57 57 114 Total 4,404 4,935 9,339 - - - - - - - - - - - - - - - - - - 4,404 4,935 9,339 Percent 47% 53% - - - - - - - - - - - - 47% 53%
AM Peak 08:00 08:00 08:00 - - - - - - - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 237 384 621 - - - - - - - - - - - - - - - - - - 237 384 621 PM Peak 16:00 14:00 14:00 - - - - - - - - - - - - - - - - - - 16:00 14:00 14:00 Vol. 440 451 784 - - - - - - - - - - - - - - - - - - 440 451 784

ATTACHMENT B
701
Location: 08 - Main St, Between Searchlight Avenue and Filbert Street Date Range: 9/28/2023 - 10/4/2023
Site Code:

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 27 35 62 - - - - - - - - - - - - - - - - - - 27 35 62 1:00 AM 27 24 51 - - - - - - - - - - - - - - - - - - 27 24 51 2:00 AM 20 19 39 - - - - - - - - - - - - - - - - - - 20 19 39 3:00 AM 17 36 53 - - - - - - - - - - - - - - - - - - 17 36 53 4:00 AM 69 59 128 - - - - - - - - - - - - - - - - - - 69 59 128 5:00 AM 109 64 173 - - - - - - - - - - - - - - - - - - 109 64 173 6:00 AM 130 112 242 - - - - - - - - - - - - - - - - - - 130 112 242 7:00 AM 207 230 437 - - - - - - - - - - - - - - - - - - 207 230 437 8:00 AM 254 368 622 - - - - - - - - - - - - - - - - - - 254 368 622 9:00 AM 198 231 429 - - - - - - - - - - - - - - - - - - 198 231 429 10:00 AM 192 217 409 - - - - - - - - - - - - - - - - - - 192 217 409 11:00 AM 246 226 472 - - - - - - - - - - - - - - - - - - 246 226 472 12:00 PM 264 235 499 - - - - - - - - - - - - - - - - - - 264 235 499 1:00 PM 255 242 497 - - - - - - - - - - - - - - - - - - 255 242 497 2:00 PM 357 442 799 - - - - - - - - - - - - - - - - - - 357 442 799 3:00 PM 403 379 782 - - - - - - - - - - - - - - - - - - 403 379 782 4:00 PM 459 363 822 - - - - - - - - - - - - - - - - - - 459 363 822 5:00 PM 418 344 762 - - - - - - - - - - - - - - - - - - 418 344 762 6:00 PM 298 318 616 - - - - - - - - - - - - - - - - - - 298 318 616 7:00 PM 266 290 556 - - - - - - - - - - - - - - - - - - 266 290 556 8:00 PM 207 195 402 - - - - - - - - - - - - - - - - - - 207 195 402 9:00 PM 156 134 290 - - - - - - - - - - - - - - - - - - 156 134 290 10:00 PM 99 96 195 - - - - - - - - - - - - - - - - - - 99 96 195 11:00 PM 56 58 114 - - - - - - - - - - - - - - - - - - 56 58 114 Total 4,734 4,717 9,451 - - - - - - - - - - - - - - - - - - 4,734 4,717 9,451 Percent 50% 50% - - - - - - - - - - - - 50% 50%
AM Peak 08:00 08:00 08:00 - - - - - - - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 254 368 622 - - - - - - - - - - - - - - - - - - 254 368 622 PM Peak 16:00 14:00 16:00 - - - - - - - - - - - - - - - - - - 16:00 14:00 16:00 Vol. 459 442 822 - - - - - - - - - - - - - - - - - - 459 442 822

ATTACHMENT B
702
Location: 09 - Main St, Between Sullivan Avenue and Burkett Avenue Date Range: 9/28/2023 - 10/4/2023
Site Code:

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 43 60 103 - - - - - - - - - - - - - - - - - - 43 60 103 1:00 AM 41 36 77 - - - - - - - - - - - - - - - - - - 41 36 77 2:00 AM 33 45 78 - - - - - - - - - - - - - - - - - - 33 45 78 3:00 AM 25 85 110 - - - - - - - - - - - - - - - - - - 25 85 110 4:00 AM 63 145 208 - - - - - - - - - - - - - - - - - - 63 145 208 5:00 AM 138 147 285 - - - - - - - - - - - - - - - - - - 138 147 285 6:00 AM 197 242 439 - - - - - - - - - - - - - - - - - - 197 242 439 7:00 AM 280 431 711 - - - - - - - - - - - - - - - - - - 280 431 711 8:00 AM 435 546 981 - - - - - - - - - - - - - - - - - - 435 546 981 9:00 AM 316 343 659 - - - - - - - - - - - - - - - - - - 316 343 659 10:00 AM 322 378 700 - - - - - - - - - - - - - - - - - - 322 378 700 11:00 AM 357 370 727 - - - - - - - - - - - - - - - - - - 357 370 727 12:00 PM 435 406 841 - - - - - - - - - - - - - - - - - - 435 406 841 1:00 PM 500 431 931 - - - - - - - - - - - - - - - - - - 500 431 931 2:00 PM 582 619 1,201 - - - - - - - - - - - - - - - - - - 582 619 1,201 3:00 PM 596 519 1,115 - - - - - - - - - - - - - - - - - - 596 519 1,115 4:00 PM 733 524 1,257 - - - - - - - - - - - - - - - - - - 733 524 1,257 5:00 PM 675 498 1,173 - - - - - - - - - - - - - - - - - - 675 498 1,173 6:00 PM 464 449 913 - - - - - - - - - - - - - - - - - - 464 449 913 7:00 PM 236 221 457 - - - - - - - - - - - - - - - - - - 236 221 457 8:00 PM 0 0 0 - - - - - - - - - - - - - - - - - - 0 0 0 9:00 PM 0 0 0 - - - - - - - - - - - - - - - - - - 0 0 0 10:00 PM 0 0 0 - - - - - - - - - - - - - - - - - - 0 0 0 11:00 PM 0 0 0 - - - - - - - - - - - - - - - - - - 0 0 0 Total 6,471 6,495 12,966 - - - - - - - - - - - - - - - - - - 6,471 6,495 12,966 Percent 50% 50% - - - - - - - - - - - - 50% 50%
AM Peak 08:00 08:00 08:00 - - - - - - - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 435 546 981 - - - - - - - - - - - - - - - - - - 435 546 981 PM Peak 16:00 14:00 16:00 - - - - - - - - - - - - - - - - - - 16:00 14:00 16:00 Vol. 733 619 1,257 - - - - - - - - - - - - - - - - - - 733 619 1,257

ATTACHMENT B
703
Location: 10 - Main St, Between David Avenue and Rendon Avenue Date Range: 9/28/2023 - 10/4/2023
Site Code:

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 42 64 106 - - - - - - - - - - - - - - - - - - 42 64 106 1:00 AM 36 36 72 - - - - - - - - - - - - - - - - - - 36 36 72 2:00 AM 36 42 78 - - - - - - - - - - - - - - - - - - 36 42 78 3:00 AM 33 81 114 - - - - - - - - - - - - - - - - - - 33 81 114 4:00 AM 57 143 200 - - - - - - - - - - - - - - - - - - 57 143 200 5:00 AM 143 157 300 - - - - - - - - - - - - - - - - - - 143 157 300 6:00 AM 204 236 440 - - - - - - - - - - - - - - - - - - 204 236 440 7:00 AM 283 426 709 - - - - - - - - - - - - - - - - - - 283 426 709 8:00 AM 395 550 945 - - - - - - - - - - - - - - - - - - 395 550 945 9:00 AM 273 355 628 - - - - - - - - - - - - - - - - - - 273 355 628 10:00 AM 305 394 699 - - - - - - - - - - - - - - - - - - 305 394 699 11:00 AM 336 396 732 - - - - - - - - - - - - - - - - - - 336 396 732 12:00 PM 389 438 827 - - - - - - - - - - - - - - - - - - 389 438 827 1:00 PM 476 435 911 - - - - - - - - - - - - - - - - - - 476 435 911 2:00 PM 529 646 1,175 - - - - - - - - - - - - - - - - - - 529 646 1,175 3:00 PM 533 577 1,110 - - - - - - - - - - - - - - - - - - 533 577 1,110 4:00 PM 651 560 1,211 - - - - - - - - - - - - - - - - - - 651 560 1,211 5:00 PM 614 503 1,117 - - - - - - - - - - - - - - - - - - 614 503 1,117 6:00 PM 430 432 862 - - - - - - - - - - - - - - - - - - 430 432 862 7:00 PM 418 398 816 - - - - - - - - - - - - - - - - - - 418 398 816 8:00 PM 280 283 563 - - - - - - - - - - - - - - - - - - 280 283 563 9:00 PM 212 226 438 - - - - - - - - - - - - - - - - - - 212 226 438 10:00 PM 129 119 248 - - - - - - - - - - - - - - - - - - 129 119 248 11:00 PM 72 63 135 - - - - - - - - - - - - - - - - - - 72 63 135 Total 6,876 7,560 14,436 - - - - - - - - - - - - - - - - - - 6,876 7,560 14,436 Percent 48% 52% - - - - - - - - - - - - 48% 52%
AM Peak 08:00 08:00 08:00 - - - - - - - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 395 550 945 - - - - - - - - - - - - - - - - - - 395 550 945 PM Peak 16:00 14:00 16:00 - - - - - - - - - - - - - - - - - - 16:00 14:00 16:00 Vol. 651 646 1,211 - - - - - - - - - - - - - - - - - - 651 646 1,211

ATTACHMENT B
704
Location: 11 - Main St, Between Golden Gate Avenue and Netherton Avenue Date Range: 9/28/2023 - 10/4/2023
Site Code:

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 39 44 83 - - - - - - - - - - - - - - - - - - 39 44 83 1:00 AM 30 34 64 - - - - - - - - - - - - - - - - - - 30 34 64 2:00 AM 27 35 62 - - - - - - - - - - - - - - - - - - 27 35 62 3:00 AM 20 71 91 - - - - - - - - - - - - - - - - - - 20 71 91 4:00 AM 35 104 139 - - - - - - - - - - - - - - - - - - 35 104 139 5:00 AM 98 121 219 - - - - - - - - - - - - - - - - - - 98 121 219 6:00 AM 167 185 352 - - - - - - - - - - - - - - - - - - 167 185 352 7:00 AM 255 338 593 - - - - - - - - - - - - - - - - - - 255 338 593 8:00 AM 365 445 810 - - - - - - - - - - - - - - - - - - 365 445 810 9:00 AM 247 287 534 - - - - - - - - - - - - - - - - - - 247 287 534 10:00 AM 245 283 528 - - - - - - - - - - - - - - - - - - 245 283 528 11:00 AM 289 295 584 - - - - - - - - - - - - - - - - - - 289 295 584 12:00 PM 333 315 648 - - - - - - - - - - - - - - - - - - 333 315 648 1:00 PM 394 342 736 - - - - - - - - - - - - - - - - - - 394 342 736 2:00 PM 469 465 934 - - - - - - - - - - - - - - - - - - 469 465 934 3:00 PM 436 405 841 - - - - - - - - - - - - - - - - - - 436 405 841 4:00 PM 475 398 873 - - - - - - - - - - - - - - - - - - 475 398 873 5:00 PM 476 375 851 - - - - - - - - - - - - - - - - - - 476 375 851 6:00 PM 356 326 682 - - - - - - - - - - - - - - - - - - 356 326 682 7:00 PM 345 308 653 - - - - - - - - - - - - - - - - - - 345 308 653 8:00 PM 237 212 449 - - - - - - - - - - - - - - - - - - 237 212 449 9:00 PM 185 163 348 - - - - - - - - - - - - - - - - - - 185 163 348 10:00 PM 97 88 185 - - - - - - - - - - - - - - - - - - 97 88 185 11:00 PM 70 55 125 - - - - - - - - - - - - - - - - - - 70 55 125 Total 5,690 5,694 11,384 - - - - - - - - - - - - - - - - - - 5,690 5,694 11,384 Percent 50% 50% - - - - - - - - - - - - 50% 50%
AM Peak 08:00 08:00 08:00 - - - - - - - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 365 445 810 - - - - - - - - - - - - - - - - - - 365 445 810 PM Peak 17:00 14:00 14:00 - - - - - - - - - - - - - - - - - - 17:00 14:00 14:00 Vol. 476 465 934 - - - - - - - - - - - - - - - - - - 476 465 934

ATTACHMENT B
705
Location: Market St, Between Main Street and Wilson Way Date Range: 4/3/2024 - 4/9/2024
Site Code: 04
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 57 0 57 - - - - - - - - - - - - - - - - - - 57 0 57 1:00 AM 35 0 35 - - - - - - - - - - - - - - - - - - 35 0 35 2:00 AM 26 0 26 - - - - - - - - - - - - - - - - - - 26 0 26 3:00 AM 23 0 23 - - - - - - - - - - - - - - - - - - 23 0 23 4:00 AM 40 0 40 - - - - - - - - - - - - - - - - - - 40 0 40 5:00 AM 62 0 62 - - - - - - - - - - - - - - - - - - 62 0 62 6:00 AM 109 0 109 - - - - - - - - - - - - - - - - - - 109 0 109 7:00 AM 212 0 212 - - - - - - - - - - - - - - - - - - 212 0 212 8:00 AM 299 0 299 - - - - - - - - - - - - - - - - - - 299 0 299 9:00 AM 236 0 236 - - - - - - - - - - - - - - - - - - 236 0 236 10:00 AM 245 0 245 - - - - - - - - - - - - - - - - - - 245 0 245 11:00 AM 259 0 259 - - - - - - - - - - - - - - - - - - 259 0 259 12:00 PM 352 0 352 - - - - - - - - - - - - - - - - - - 352 0 352 1:00 PM 372 0 372 - - - - - - - - - - - - - - - - - - 372 0 372 2:00 PM 356 0 356 - - - - - - - - - - - - - - - - - - 356 0 356 3:00 PM 425 0 425 - - - - - - - - - - - - - - - - - - 425 0 425 4:00 PM 532 0 532 - - - - - - - - - - - - - - - - - - 532 0 532 5:00 PM 501 0 501 - - - - - - - - - - - - - - - - - - 501 0 501 6:00 PM 362 0 362 - - - - - - - - - - - - - - - - - - 362 0 362 7:00 PM 295 0 295 - - - - - - - - - - - - - - - - - - 295 0 295 8:00 PM 239 0 239 - - - - - - - - - - - - - - - - - - 239 0 239 9:00 PM 188 0 188 - - - - - - - - - - - - - - - - - - 188 0 188 10:00 PM 113 0 113 - - - - - - - - - - - - - - - - - - 113 0 113 11:00 PM 73 0 73 - - - - - - - - - - - - - - - - - - 73 0 73 Total 5,411 - 5,411 - - - - - - - - - - - - - - - - - - 5,411 - 5,411 Percent 100% - - - - - - - - - - - - - 100% -
AM Peak 08:00 - 08:00 - - - - - - - - - - - - - - - - - - 08:00 - 08:00 Vol. 299 - 299 - - - - - - - - - - - - - - - - - - 299 - 299 PM Peak 16:00 - 16:00 - - - - - - - - - - - - - - - - - - 16:00 - 16:00 Vol. 532 - 532 - - - - - - - - - - - - - - - - - - 532 - 532

ATTACHMENT B
706
Location: Market St, Between Airport Way and Pilgrim Street Date Range: 4/3/2024 - 4/9/2024
Site Code: 05
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 5 0 5 - - - - - - - - - - - - - - - - - - 5 0 5 1:00 AM 9 0 9 - - - - - - - - - - - - - - - - - - 9 0 9 2:00 AM 5 0 5 - - - - - - - - - - - - - - - - - - 5 0 5 3:00 AM 13 0 13 - - - - - - - - - - - - - - - - - - 13 0 13 4:00 AM 18 0 18 - - - - - - - - - - - - - - - - - - 18 0 18 5:00 AM 37 0 37 - - - - - - - - - - - - - - - - - - 37 0 37 6:00 AM 40 0 40 - - - - - - - - - - - - - - - - - - 40 0 40 7:00 AM 71 0 71 - - - - - - - - - - - - - - - - - - 71 0 71 8:00 AM 100 0 100 - - - - - - - - - - - - - - - - - - 100 0 100 9:00 AM 79 0 79 - - - - - - - - - - - - - - - - - - 79 0 79 10:00 AM 88 0 88 - - - - - - - - - - - - - - - - - - 88 0 88 11:00 AM 107 0 107 - - - - - - - - - - - - - - - - - - 107 0 107 12:00 PM 161 0 161 - - - - - - - - - - - - - - - - - - 161 0 161 1:00 PM 125 0 125 - - - - - - - - - - - - - - - - - - 125 0 125 2:00 PM 128 0 128 - - - - - - - - - - - - - - - - - - 128 0 128 3:00 PM 146 0 146 - - - - - - - - - - - - - - - - - - 146 0 146 4:00 PM 179 0 179 - - - - - - - - - - - - - - - - - - 179 0 179 5:00 PM 166 0 166 - - - - - - - - - - - - - - - - - - 166 0 166 6:00 PM 92 0 92 - - - - - - - - - - - - - - - - - - 92 0 92 7:00 PM 77 0 77 - - - - - - - - - - - - - - - - - - 77 0 77 8:00 PM 53 0 53 - - - - - - - - - - - - - - - - - - 53 0 53 9:00 PM 44 0 44 - - - - - - - - - - - - - - - - - - 44 0 44 10:00 PM 31 0 31 - - - - - - - - - - - - - - - - - - 31 0 31 11:00 PM 15 0 15 - - - - - - - - - - - - - - - - - - 15 0 15 Total 1,789 - 1,789 - - - - - - - - - - - - - - - - - - 1,789 - 1,789 Percent 100% - - - - - - - - - - - - - 100% -
AM Peak 11:00 - 11:00 - - - - - - - - - - - - - - - - - - 11:00 - 11:00 Vol. 107 - 107 - - - - - - - - - - - - - - - - - - 107 - 107 PM Peak 16:00 - 16:00 - - - - - - - - - - - - - - - - - - 16:00 - 16:00 Vol. 179 - 179 - - - - - - - - - - - - - - - - - - 179 - 179

ATTACHMENT B
707
Location: Market St, Between Union Street and Aurora Street Date Range: 4/3/2024 - 4/9/2024
Site Code: 06
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 5 0 5 - - - - - - - - - - - - - - - - - - 5 0 5 1:00 AM 9 0 9 - - - - - - - - - - - - - - - - - - 9 0 9 2:00 AM 5 0 5 - - - - - - - - - - - - - - - - - - 5 0 5 3:00 AM 13 0 13 - - - - - - - - - - - - - - - - - - 13 0 13 4:00 AM 18 0 18 - - - - - - - - - - - - - - - - - - 18 0 18 5:00 AM 37 0 37 - - - - - - - - - - - - - - - - - - 37 0 37 6:00 AM 40 0 40 - - - - - - - - - - - - - - - - - - 40 0 40 7:00 AM 71 0 71 - - - - - - - - - - - - - - - - - - 71 0 71 8:00 AM 100 0 100 - - - - - - - - - - - - - - - - - - 100 0 100 9:00 AM 79 0 79 - - - - - - - - - - - - - - - - - - 79 0 79 10:00 AM 88 0 88 - - - - - - - - - - - - - - - - - - 88 0 88 11:00 AM 107 0 107 - - - - - - - - - - - - - - - - - - 107 0 107 12:00 PM 161 0 161 - - - - - - - - - - - - - - - - - - 161 0 161 1:00 PM 125 0 125 - - - - - - - - - - - - - - - - - - 125 0 125 2:00 PM 128 0 128 - - - - - - - - - - - - - - - - - - 128 0 128 3:00 PM 146 0 146 - - - - - - - - - - - - - - - - - - 146 0 146 4:00 PM 179 0 179 - - - - - - - - - - - - - - - - - - 179 0 179 5:00 PM 166 0 166 - - - - - - - - - - - - - - - - - - 166 0 166 6:00 PM 92 0 92 - - - - - - - - - - - - - - - - - - 92 0 92 7:00 PM 77 0 77 - - - - - - - - - - - - - - - - - - 77 0 77 8:00 PM 53 0 53 - - - - - - - - - - - - - - - - - - 53 0 53 9:00 PM 44 0 44 - - - - - - - - - - - - - - - - - - 44 0 44 10:00 PM 31 0 31 - - - - - - - - - - - - - - - - - - 31 0 31 11:00 PM 15 0 15 - - - - - - - - - - - - - - - - - - 15 0 15 Total 1,789 - 1,789 - - - - - - - - - - - - - - - - - - 1,789 - 1,789 Percent 100% - - - - - - - - - - - - - 100% -
AM Peak 11:00 - 11:00 - - - - - - - - - - - - - - - - - - 11:00 - 11:00 Vol. 107 - 107 - - - - - - - - - - - - - - - - - - 107 - 107 PM Peak 16:00 - 16:00 - - - - - - - - - - - - - - - - - - 16:00 - 16:00 Vol. 179 - 179 - - - - - - - - - - - - - - - - - - 179 - 179

ATTACHMENT B
708
Location: Market St, Between Stanislaus Street and California Street Date Range: 4/3/2024 - 4/9/2024
Site Code: 07
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 9 0 9 - - - - - - - - - - - - - - - - - - 9 0 9 1:00 AM 5 0 5 - - - - - - - - - - - - - - - - - - 5 0 5 2:00 AM 3 0 3 - - - - - - - - - - - - - - - - - - 3 0 3 3:00 AM 3 0 3 - - - - - - - - - - - - - - - - - - 3 0 3 4:00 AM 4 0 4 - - - - - - - - - - - - - - - - - - 4 0 4 5:00 AM 17 0 17 - - - - - - - - - - - - - - - - - - 17 0 17 6:00 AM 20 0 20 - - - - - - - - - - - - - - - - - - 20 0 20 7:00 AM 113 0 113 - - - - - - - - - - - - - - - - - - 113 0 113 8:00 AM 76 0 76 - - - - - - - - - - - - - - - - - - 76 0 76 9:00 AM 62 0 62 - - - - - - - - - - - - - - - - - - 62 0 62 10:00 AM 69 0 69 - - - - - - - - - - - - - - - - - - 69 0 69 11:00 AM 93 0 93 - - - - - - - - - - - - - - - - - - 93 0 93 12:00 PM 148 0 148 - - - - - - - - - - - - - - - - - - 148 0 148 1:00 PM 116 0 116 - - - - - - - - - - - - - - - - - - 116 0 116 2:00 PM 108 0 108 - - - - - - - - - - - - - - - - - - 108 0 108 3:00 PM 124 0 124 - - - - - - - - - - - - - - - - - - 124 0 124 4:00 PM 134 0 134 - - - - - - - - - - - - - - - - - - 134 0 134 5:00 PM 118 0 118 - - - - - - - - - - - - - - - - - - 118 0 118 6:00 PM 44 0 44 - - - - - - - - - - - - - - - - - - 44 0 44 7:00 PM 30 0 30 - - - - - - - - - - - - - - - - - - 30 0 30 8:00 PM 20 0 20 - - - - - - - - - - - - - - - - - - 20 0 20 9:00 PM 28 0 28 - - - - - - - - - - - - - - - - - - 28 0 28 10:00 PM 12 0 12 - - - - - - - - - - - - - - - - - - 12 0 12 11:00 PM 6 0 6 - - - - - - - - - - - - - - - - - - 6 0 6 Total 1,362 - 1,362 - - - - - - - - - - - - - - - - - - 1,362 - 1,362 Percent 100% - - - - - - - - - - - - - 100% -
AM Peak 07:00 - 07:00 - - - - - - - - - - - - - - - - - - 07:00 - 07:00 Vol. 113 - 113 - - - - - - - - - - - - - - - - - - 113 - 113 PM Peak 12:00 - 12:00 - - - - - - - - - - - - - - - - - - 12:00 - 12:00 Vol. 148 - 148 - - - - - - - - - - - - - - - - - - 148 - 148

ATTACHMENT B
709
Location: Market St, Between California Street and Sutter Street Date Range: 4/3/2024 - 4/9/2024
Site Code: 08
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 8 0 8 - - - - - - - - - - - - - - - - - - 8 0 8 1:00 AM 4 0 4 - - - - - - - - - - - - - - - - - - 4 0 4 2:00 AM 2 0 2 - - - - - - - - - - - - - - - - - - 2 0 2 3:00 AM 5 0 5 - - - - - - - - - - - - - - - - - - 5 0 5 4:00 AM 2 0 2 - - - - - - - - - - - - - - - - - - 2 0 2 5:00 AM 7 0 7 - - - - - - - - - - - - - - - - - - 7 0 7 6:00 AM 13 0 13 - - - - - - - - - - - - - - - - - - 13 0 13 7:00 AM 74 0 74 - - - - - - - - - - - - - - - - - - 74 0 74 8:00 AM 80 0 80 - - - - - - - - - - - - - - - - - - 80 0 80 9:00 AM 81 0 81 - - - - - - - - - - - - - - - - - - 81 0 81 10:00 AM 80 0 80 - - - - - - - - - - - - - - - - - - 80 0 80 11:00 AM 98 0 98 - - - - - - - - - - - - - - - - - - 98 0 98 12:00 PM 140 0 140 - - - - - - - - - - - - - - - - - - 140 0 140 1:00 PM 125 0 125 - - - - - - - - - - - - - - - - - - 125 0 125 2:00 PM 99 0 99 - - - - - - - - - - - - - - - - - - 99 0 99 3:00 PM 129 0 129 - - - - - - - - - - - - - - - - - - 129 0 129 4:00 PM 126 0 126 - - - - - - - - - - - - - - - - - - 126 0 126 5:00 PM 116 0 116 - - - - - - - - - - - - - - - - - - 116 0 116 6:00 PM 32 0 32 - - - - - - - - - - - - - - - - - - 32 0 32 7:00 PM 28 0 28 - - - - - - - - - - - - - - - - - - 28 0 28 8:00 PM 20 0 20 - - - - - - - - - - - - - - - - - - 20 0 20 9:00 PM 19 0 19 - - - - - - - - - - - - - - - - - - 19 0 19 10:00 PM 10 0 10 - - - - - - - - - - - - - - - - - - 10 0 10 11:00 PM 5 0 5 - - - - - - - - - - - - - - - - - - 5 0 5 Total 1,303 - 1,303 - - - - - - - - - - - - - - - - - - 1,303 - 1,303 Percent 100% - - - - - - - - - - - - - 100% -
AM Peak 11:00 - 11:00 - - - - - - - - - - - - - - - - - - 11:00 - 11:00 Vol. 98 - 98 - - - - - - - - - - - - - - - - - - 98 - 98 PM Peak 12:00 - 12:00 - - - - - - - - - - - - - - - - - - 12:00 - 12:00 Vol. 140 - 140 - - - - - - - - - - - - - - - - - - 140 - 140

ATTACHMENT B
710
Location: Market St, Between San Joaquin Street and Hunter Street Date Range: 4/3/2024 - 4/9/2024
Site Code: 09
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 9 0 9 - - - - - - - - - - - - - - - - - - 9 0 9 1:00 AM 4 0 4 - - - - - - - - - - - - - - - - - - 4 0 4 2:00 AM 2 0 2 - - - - - - - - - - - - - - - - - - 2 0 2 3:00 AM 7 0 7 - - - - - - - - - - - - - - - - - - 7 0 7 4:00 AM 4 0 4 - - - - - - - - - - - - - - - - - - 4 0 4 5:00 AM 14 0 14 - - - - - - - - - - - - - - - - - - 14 0 14 6:00 AM 41 0 41 - - - - - - - - - - - - - - - - - - 41 0 41 7:00 AM 181 0 181 - - - - - - - - - - - - - - - - - - 181 0 181 8:00 AM 179 0 179 - - - - - - - - - - - - - - - - - - 179 0 179 9:00 AM 161 0 161 - - - - - - - - - - - - - - - - - - 161 0 161 10:00 AM 149 0 149 - - - - - - - - - - - - - - - - - - 149 0 149 11:00 AM 174 0 174 - - - - - - - - - - - - - - - - - - 174 0 174 12:00 PM 220 0 220 - - - - - - - - - - - - - - - - - - 220 0 220 1:00 PM 190 0 190 - - - - - - - - - - - - - - - - - - 190 0 190 2:00 PM 158 0 158 - - - - - - - - - - - - - - - - - - 158 0 158 3:00 PM 169 0 169 - - - - - - - - - - - - - - - - - - 169 0 169 4:00 PM 138 0 138 - - - - - - - - - - - - - - - - - - 138 0 138 5:00 PM 99 0 99 - - - - - - - - - - - - - - - - - - 99 0 99 6:00 PM 55 0 55 - - - - - - - - - - - - - - - - - - 55 0 55 7:00 PM 27 0 27 - - - - - - - - - - - - - - - - - - 27 0 27 8:00 PM 12 0 12 - - - - - - - - - - - - - - - - - - 12 0 12 9:00 PM 21 0 21 - - - - - - - - - - - - - - - - - - 21 0 21 10:00 PM 8 0 8 - - - - - - - - - - - - - - - - - - 8 0 8 11:00 PM 9 0 9 - - - - - - - - - - - - - - - - - - 9 0 9 Total 2,031 - 2,031 - - - - - - - - - - - - - - - - - - 2,031 - 2,031 Percent 100% - - - - - - - - - - - - - 100% -
AM Peak 07:00 - 07:00 - - - - - - - - - - - - - - - - - - 07:00 - 07:00 Vol. 181 - 181 - - - - - - - - - - - - - - - - - - 181 - 181 PM Peak 12:00 - 12:00 - - - - - - - - - - - - - - - - - - 12:00 - 12:00 Vol. 220 - 220 - - - - - - - - - - - - - - - - - - 220 - 220

ATTACHMENT B
711
Location: Market St, Between El Dorado Street and Center Street Date Range: 4/10/2024 - 4/16/2024
Site Code: 10
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 11 0 11 - - - - - - - - - - - - - - - - - - 11 0 11 1:00 AM 8 0 8 - - - - - - - - - - - - - - - - - - 8 0 8 2:00 AM 8 0 8 - - - - - - - - - - - - - - - - - - 8 0 8 3:00 AM 6 0 6 - - - - - - - - - - - - - - - - - - 6 0 6 4:00 AM 5 0 5 - - - - - - - - - - - - - - - - - - 5 0 5 5:00 AM 18 0 18 - - - - - - - - - - - - - - - - - - 18 0 18 6:00 AM 62 0 62 - - - - - - - - - - - - - - - - - - 62 0 62 7:00 AM 148 0 148 - - - - - - - - - - - - - - - - - - 148 0 148 8:00 AM 161 0 161 - - - - - - - - - - - - - - - - - - 161 0 161 9:00 AM 108 0 108 - - - - - - - - - - - - - - - - - - 108 0 108 10:00 AM 122 0 122 - - - - - - - - - - - - - - - - - - 122 0 122 11:00 AM 139 0 139 - - - - - - - - - - - - - - - - - - 139 0 139 12:00 PM 164 0 164 - - - - - - - - - - - - - - - - - - 164 0 164 1:00 PM 155 0 155 - - - - - - - - - - - - - - - - - - 155 0 155 2:00 PM 140 0 140 - - - - - - - - - - - - - - - - - - 140 0 140 3:00 PM 144 0 144 - - - - - - - - - - - - - - - - - - 144 0 144 4:00 PM 109 0 109 - - - - - - - - - - - - - - - - - - 109 0 109 5:00 PM 81 0 81 - - - - - - - - - - - - - - - - - - 81 0 81 6:00 PM 59 0 59 - - - - - - - - - - - - - - - - - - 59 0 59 7:00 PM 59 0 59 - - - - - - - - - - - - - - - - - - 59 0 59 8:00 PM 30 0 30 - - - - - - - - - - - - - - - - - - 30 0 30 9:00 PM 26 0 26 - - - - - - - - - - - - - - - - - - 26 0 26 10:00 PM 21 0 21 - - - - - - - - - - - - - - - - - - 21 0 21 11:00 PM 22 0 22 - - - - - - - - - - - - - - - - - - 22 0 22 Total 1,806 - 1,806 - - - - - - - - - - - - - - - - - - 1,806 - 1,806 Percent 100% - - - - - - - - - - - - - 100% -
AM Peak 08:00 - 08:00 - - - - - - - - - - - - - - - - - - 08:00 - 08:00 Vol. 161 - 161 - - - - - - - - - - - - - - - - - - 161 - 161 PM Peak 12:00 - 12:00 - - - - - - - - - - - - - - - - - - 12:00 - 12:00 Vol. 164 - 164 - - - - - - - - - - - - - - - - - - 164 - 164

1. Mid-week average includes data between Tuesday and Thursday. 4/10/2024 4/11/2024 4/12/2024 4/13/2024 4/14/2024 4/15/2024 Time Wednesday Thursday Friday Saturday Sunday Monday Tuesday Mid-Week Average 4/16/2024
1 Project Manager: (415) 310-6469
[email protected]

ATTACHMENT B
712
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
13 8
55 52
48 44
46 45
311
190
WB 0.5% 0.87
NB - -
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 0.0% 0.38
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM

UT LT TH RT
Interval
Start
W Main St E Main St S Hunter St N/A
15-min
Total

UT LT TH RT
SB - -
TOTAL 0.5% 0.87
TH RT
7:00 AM 0 0 0 0 0 4 2

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound
0 7 0 0 0 0
0 0 0 6 0
7:15 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 16 0
7:45 AM 0 0 0 0
0 0 0 0 0 0
7 0
7:30 AM 0 0 0 0 0 16 0
0 0 0 0 0 0
36 65
8:00 AM 0 0 0 0 0 37 8
0 33 3 0 0 0 0 0 0 0 0 0
0 44 10 0 0 0
0 0 0 45 104
8:15 AM 0 0 0 1
0 0 0 0 0 0
0 0 0 55 191
8:45 AM 0 0 0 0
0 0 0 0 0 0
55 152
8:30 AM 0 0 0 2 0 50 3
0 0 0 0 0 0
0 23 3 0 0 0 0 0 0 0 0 0 26 181
Count Total 0 0 0 3 0 214 29 0 0 0 246 0
Peak
Hour
All 0 0 0
0 0 0 0 0 0
1 0 0 0 0 0 0 0 0 0 1 0
0 191 0
HV 0 0 0 0 0 0
3 0 164 24 0 0 0 0 0 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - - - 0% - 0% 4% - - - - - - - - - 1%
0 4
7:15 AM 0 0 0 0 0 0 0
0 0 0 0 3 6
West North South
7:00 AM 0 2 0 0 2 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
0 0 40 13 0 2
1 7:30 AM 0 0 0 0 0 0 0 0
0 0 0 7 0 0
0 3
8:15 AM 0 0 0 0 0 0 0
0 0 0 0 15 30
22 3 3
8:00 AM 0 1 0 0 1 0
0 0 0 0 0 24
8:45 AM 0 0 0 0 0
0 0 20 23 0 3
2 8:30 AM 0 0 0 0 0 0 0 0
0 0 0 16 25 1
0 1 0 0 1 15 24 0 6
4 24
Peak Hr 0 1 0 0 1 0 0
Count Total 0 3 0 0 3 0 1 0 0 1 140 143
0 0 0 75 100 4 11
0 0
0 0
0 0
4 11
100
75 N
S Hunter St
W Main St
E Main St
S Hunter St
W Main St
TEV: 191
PHF: 0.87
24 164 188
0 0
0 0
167
0 0
3 0
3 24
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
713
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.

Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
W Main St E Main St S Hunter St N/A
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 2 0
7:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 0 0 0 1 1

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 1 1
8:15 AM 0 0 0 0
0 0 0 0 0 0
0 2
8:00 AM 0 0 0 0 0 0 1
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 0
0 0 0 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 0 0 1
0 0 0 3 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 1 2 0 0 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
1 0
Interval
Start
W Main St E Main St S Hunter St N/A
15-min
Total
Rolling
One Hour Eastbound
0 0 1 0 0 0 0 0 0 0 0 0
0 0 0 0
7:15 AM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
7:00 AM 0 0 0 0
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 0 0
0 8:00 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
8:45 AM 0 0 0 0 1 0 0
0 0 0 0 0 0
0 0 0
8:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 1 1
Count Total 0 0 0 0 1 0 0 0
Peak Hour 0 0 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]

ATTACHMENT B
714
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
19 14
17 20
21 18
6 23
138
70 WB 1.9% 0.81
NB - -
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 11.1% 0.56
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM

UT LT TH RT
Interval
Start
W Main St E Main St S Hunter St N/A
15-min
Total

UT LT TH RT
SB - -
TOTAL 3.3% 0.90
TH RT
4:00 PM 0 0 0 1 0 13 3

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound
0 12 1 0 0 0
0 0 0 17 0
4:15 PM 1 0 0 3
0 0 0 0 0 0
0 0 0 12 0
4:45 PM 0 0 0 3
0 0 0 0 0 0
17 0
4:30 PM 0 0 0 1 0 11 0
0 0 0 0 0 0
15 61
5:00 PM 0 0 0 1 0 15 0
0 12 0 0 0 0 0 0 0 0 0 0
0 5 0 0 0 0
0 0 0 16 60
5:15 PM 0 0 0 2
0 0 0 0 0 0
0 0 0 2 40
5:45 PM 0 0 0 1
0 0 0 0 0 0
7 50
5:30 PM 0 0 0 1 0 1 0
0 0 0 0 0 0
0 6 0 0 0 0 0 0 0 0 0 0 7 32
Count Total 1 0 0 13 0 75 4 0 0 0 93 0
Peak
Hour
All 1 0 0
0 0 0 0 0 0
1 0 0 0 0 0 0 0 0 0 2 0
0 61 0
HV 0 0 0 1 0 0
8 0 48 4 0 0 0 0 0 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% - - 13% - 0% 25% - - - - - - - - - 3%
1 0
4:15 PM 1 1 0 0 2 0 0
0 0 0 0 6 12
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 0 7 8 0 2
0 4:30 PM 0 0 0 0 0 0 0 0
0 0 0 5 9 0
0 6
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 7 8
8 0 5
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 7
5:45 PM 0 0 0 0 0
0 0 2 1 0 3
8 5:30 PM 0 0 0 0 0 0 0 0
0 0 0 6 3 1
0 0 0 0 0 1 11 0 11
2 35
Peak Hr 1 1 0 0 2 0 0
Count Total 1 1 0 0 2 0 0 0 0 0 41 60
0 0 0 25 37 1 7
0 0
0 0
0 0
1 7
37 25
N
S Hunter St
W Main St
E Main St
S Hunter St
W Main St
TEV: 61
PHF: 0.9
4 48 52
0 0
0 0
56 0
0 8
0 9
5 1
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
715
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.

Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
W Main St E Main St S Hunter St N/A
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 0 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
2 0
4:30 PM 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
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 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 0 0 2 0
Peak Hour 0 0 0 1
Count Total 0 0 0 1 0 0 1 0 0 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
2 0
Interval
Start
W Main St E Main St S Hunter St N/A
15-min
Total
Rolling
One Hour Eastbound
0 0 1 0 0 0 0 0 0 0 0 0
0 0 0 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0

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

ATTACHMENT B
716
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
12 24
23 35
29 78
47 55
303
1 0 1 74 39 31 45 189
47 73
Peak Hour 0 1 6 4 11 0 0
Count Total 0 2 11 8 21 0 1 2 0 3 118 65
8:45 AM 0 0 1 0 1 0 1 0 0 1 19 10 9 17
0 0 16 13 4 14
17 8:30 AM 0 0 0 1 1 0 0 0
1 0 1 25 14 22
1 9
8:15 AM 0 0 2 2 4 0 0
0 0 0 0 14 5
7 4 5
8:00 AM 0 1 3 1 5 0
0 0 0 0 0 19
6 5 4
3 7:30 AM 0 1 0 2 3 0 0 1
0 0 0 14 6 1
1 4 0
EB WB NB SB Total East
7:45 AM 0 0 1 0 1
0 1 8
HV% - - - - - - 2% 3%
1 4
7:15 AM 0 0 1 1 2 0 0
0 0 0 0 3 4
West North South
7:00 AM 0 0 3
0 0 0 13 25 28 0 55 175 0 0 0 119
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 4% 0% - - - 3% 0% 2%
Peak
Hour
All 0 0 0
43 0 78 284 0 0
1 0 0 1 5 0 0 0 4 0 11 0
117 532 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 23 39 0 186 144 797 0
0 3 6 8 0 11 32 0 0 0 14 7 81 480
0 18 29 120 532
8:45 AM 0 0 0 0
11 0 15 36 0 0
144 490
8:30 AM 0 0 0 0 0 4 7
0 6 4 8 0 21 43 0 0 0 31 31
0 35 33 135 417
8:15 AM 0 0 0 0
5 0 9 44 0 0
133 317
8:00 AM 0 0 0 0 0 1 8
0 2 6 4 0 10 52 0 0 0 35 24
0 28 12 78 0
7:45 AM 0 0 0 0
3 0 3 25 0 0
71 0
7:30 AM 0 0 0 0 0 1 6
0 4 2 2 0 1 40 0 0 0 16 6
0 9 2 35 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 2 0 2 0 8 12 0 0

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

UT LT TH RT
Interval
Start
E Main St E Main St S San Joaquin St N San Joaquin St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.7% 0.87
TOTAL 2.1% 0.92
TH RT
WB 1.5% 0.75
NB 2.6% 0.90
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB - -
0 0
0 0
00 01
0 0
0 0
31 45
39 74
N
S San Joaquin St
E Main St
E Main St
S San Joaquin
St
E Main StN San Joaquin St
TEV: 532
PHF: 0.92
117
119
0 236
203
0 28
25 13
66 0
0 0
175
55 132
230
0 0
0 0
0 197
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
717
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 1 0
0 0 0 0 0 0
0 0 0 0 1 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 0 0 0 0 1
0 2 0 0 3 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 1 2
0 1
8:45 AM
0 0 0 0
2 8:30 AM
0 1 0 0 0 0 1
0 1
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
1 8:00 AM
0 0 0 0
1 0
7:45 AM
0 1 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
11 0
Interval
Start
E Main St E Main St S San Joaquin St N San Joaquin St
15-min
Total
Rolling
One Hour
0 0 1 0 0 1 5 0 0 0 4 0

LT TH RT RT LT TH RT
0 8 0 21 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 2 0 0 3 8 0 0
0 0 0 0 0 0 1 0 0 0 0 0 1 11
0 1 0 1 11
8:45 AM 0 0 0 0
0 0 0 0 0 0
4 13
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 2 0
0 1 0 5 11
8:15 AM 0 0 0 0
0 0 1 2 0 0
1 10
8:00 AM 0 0 0 0 0 0 1
0 0 0 0 0 0 1 0 0 0 0 0
0 2 0 3 0
7:45 AM 0 0 0 0
0 0 0 0 0 0
2 0
7:30 AM 0 0 0 0 0 0 1
0 0 0 0 0 0 1 0 0 0 1 0
0 1 0 4 0
7:15 AM 0 0 0 0
0 0 2 1 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
E Main St E Main St S San Joaquin St N San Joaquin St
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
718
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
39 23
34 22
34 14
14 18
198
5 1 7 59 28 10 16 113
20 45
Peak Hour 0 0 3 3 6 0 1
Count Total 0 1 7 4 12 0 1 7 2 10 84 49
5:45 PM 0 0 1 1 2 0 0 0 0 0 1 4 2 11
1 2 2 7 1 4
4 5:30 PM 0 0 1 0 1 0 0 1
1 0 1 5 4 1
4 9
5:15 PM 0 0 1 0 1 0 0
1 1 0 2 15 6
6 1 4
5:00 PM 0 0 0 1 1 0
0 0 0 0 0 11
7 2 2
1 4:30 PM 0 0 0 1 1 0 0 3
1 1 2 10 9 3
0 2 0
EB WB NB SB Total East
4:45 PM 0 0 1 0 1
0 3 23
HV% - - - - - 0% 0% 2%
6 10
4:15 PM 0 0 2 1 3 0 0
0 0 0 0 17 6
West North South
4:00 PM 0 1 1
0 0 0 23 13 38 1 6 121 0 0 0 128
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% - - - 2% 0% 2%
Peak
Hour
All 0 0 0
53 1 16 215 0 0
0 0 0 0 3 0 0 0 3 0 6 0
18 348 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 35 23 0 224 25 592 0
0 3 4 2 0 1 17 0 0 0 14 0 41 249
0 21 0 41 283
5:45 PM 0 0 0 0
4 0 2 13 0 0
68 328
5:30 PM 0 0 0 0 0 0 1
0 6 2 4 0 2 25 0 0 0 28 1
0 41 5 99 348
5:15 PM 0 0 0 0
8 0 4 32 0 0
75 343
5:00 PM 0 0 0 0 0 6 3
0 7 3 6 1 1 33 0 0 0 19 5
0 36 4 86 0
4:45 PM 0 0 0 0
11 0 0 28 0 0
88 0
4:30 PM 0 0 0 0 0 3 4
0 7 3 13 0 1 28 0 0 0 32 4
0 33 6 94 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 3 3 5 0 5 39 0 0

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

UT LT TH RT
Interval
Start
E Main St E Main St S San Joaquin St N San Joaquin St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 2.1% 0.79
TOTAL 1.7% 0.88
TH RT
WB 0.0% 0.80
NB 2.3% 0.89
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB - -
0 0
0 0
10 05
0 0
1 0
10 16
28 59
N
S San Joaquin St
E Main St
E Main St
S San Joaquin
St
E Main StN San Joaquin St
TEV: 348
PHF: 0.88
18 128
0 146
159
0 38
13 23
74 0
0 0
121
6 152
128
1 0
0 0
0 37
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
719
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 1 0
0 0 0 0 1 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 1 0
0 0 0
0 LT TH
0 5 0 0 1 0 7
0 7 0 0 10 0
1 0
0 0
Peak Hour
Count Total 0 2
0 0 0 0 0 0 0 0 0 5
2 5
5:45 PM
0 1 0 0
6 5:30 PM
0 1 0 0 0 0 1
2 7
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
5 5:00 PM
0 0 0 0
3 0
4:45 PM
0 3 0 0
0 4:30 PM
4:15 PM 0 0 1 0 0 1 0 2
0 0
0 0 0
4:00 PM 0 0
RT
6 0
Interval
Start
E Main St E Main St S San Joaquin St N San Joaquin St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 3 0 0 0 3 0

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

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
720
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
14 14
21 26
26 54
34 39
228
1 1 3 22 69 13 36 140
19 70
Peak Hour 0 2 4 5 11 0 1
Count Total 0 3 7 6 16 0 1 2 1 4 34 105
8:45 AM 0 0 1 0 1 0 0 0 0 0 1 14 4 20
0 0 7 13 4 10
11 8:30 AM 0 0 1 1 2 0 0 0
1 0 2 5 31 7
1 6
8:15 AM 0 0 1 1 2 0 1
0 0 1 1 5 14
11 1 9
8:00 AM 0 0 0 1 1 0
0 0 0 0 0 5
8 0 7
4 7:30 AM 0 1 1 0 2 0 0 1
0 0 0 3 6 1
0 1 0
EB WB NB SB Total East
7:45 AM 0 2 2 2 6
0 1 6
HV% - - - - - - 0% 6%
1 3
7:15 AM 0 0 0 1 1 0 0
0 0 0 0 2 8
West North South
7:00 AM 0 0 1
1 0 0 9 30 6 0 20 64 0 0 0 94
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
11% 3% 0% - - - 5% 0% 4%
Peak
Hour
All 0 0 0
9 0 32 108 0 0
1 0 0 0 4 0 0 0 5 0 11 0
24 247 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 24 48 0 155 39 415 0
0 3 8 1 0 5 14 0 0 0 16 7 54 226
0 15 9 57 247
8:45 AM 0 0 0 0
2 0 6 15 0 0
45 242
8:30 AM 0 0 0 0 0 2 8
0 2 12 2 0 3 13 0 0 0 10 3
0 36 9 70 237
8:15 AM 0 0 0 0
1 0 6 12 0 0
75 189
8:00 AM 0 0 0 0 0 2 4
0 3 6 1 0 5 24 0 0 0 33 3
0 20 2 52 0
7:45 AM 0 0 0 0
1 0 1 15 0 0
40 0
7:30 AM 0 0 0 0 0 6 7
0 5 2 1 0 2 11 0 0 0 15 4
0 10 2 22 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 1 1 0 0 4 4 0 0

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

UT LT TH RT
Interval
Start
E Main St E Main St S Sutter St N Sutter St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 4.2% 0.66
TOTAL 4.5% 0.82
TH RT
WB 4.4% 0.70
NB 4.8% 0.72
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB - -
0 0
0 0
10 01
0 0
0 1
13 36
69 22
N
S Sutter St
E Main St
E Main St
S Sutter St
E Main St N Sutter St
TEV: 247
PHF: 0.82
24 94
0 118
70 0
6 30
9 45
0 0
0 20
64 103
84 0
0 0
0 0
74 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
721
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 1 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 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 0 0 1 0 3
0 2 0 0 4 0
0 0
0 0
Peak Hour
Count Total 0 1
0 0 0 0 0 0 0 0 0 3
0 3
8:45 AM
0 0 0 0
4 8:30 AM
0 1 0 0 0 0 2
1 2
8:15 AM
0 0 0
0 0 0
0 0 0
1 0 0
1 8:00 AM
0 0 0 0
1 0
7:45 AM
0 1 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
11 0
Interval
Start
E Main St E Main St S Sutter St N Sutter St
15-min
Total
Rolling
One Hour
0 1 1 0 0 0 4 0 0 0 5 0

LT TH RT RT LT TH RT
0 6 0 16 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 2 1 0 0 0 7 0 0
0 0 0 0 0 0 1 0 0 0 0 0 1 6
0 1 0 2 11
8:45 AM 0 0 0 0
0 0 0 1 0 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 1 0 1 10
8:15 AM 0 0 0 0
0 0 0 0 0 0
6 10
8:00 AM 0 0 0 0 0 0 0
0 1 1 0 0 0 2 0 0 0 2 0
0 0 0 2 0
7:45 AM 0 0 0 0
0 0 0 1 0 0
1 0
7:30 AM 0 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0 0 1 0
0 0 0 1 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 0

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
722
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
16 29
34 34
18 17
15 9
172
2 0 2 25 52 14 24 115
17 39
Peak Hour 0 1 1 0 2 0 0
Count Total 0 1 2 1 4 0 0 2 0 2 34 82
5:45 PM 0 0 1 0 1 0 0 0 0 0 4 1 2 2
0 0 2 10 1 2
7 5:30 PM 0 0 0 0 0 0 0 0
0 0 0 1 9 0
5 4
5:15 PM 0 0 0 0 0 0 0
0 1 0 1 3 6
22 1 7
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 4
11 3 8
5 4:30 PM 0 0 1 0 1 0 0 0
1 0 1 6 13 5
1 1 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 12
HV% - - - - - - 0% 1%
0 4
4:15 PM 0 1 0 0 1 0 0
0 0 0 0 2 10
West North South
4:00 PM 0 0 0
1 0 0 23 28 12 0 13 134 0 0 0 85
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
4% 0% 0% - - - 0% 0% 1%
Peak
Hour
All 0 0 0
24 0 23 228 0 2
0 0 0 0 1 0 0 0 0 0 2 0
23 318 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 31 50 0 147 29 534 0
0 2 7 1 0 2 16 0 0 0 12 1 41 263
0 10 0 54 289
5:45 PM 0 0 0 0
2 0 3 34 0 0
67 315
5:30 PM 0 0 0 0 0 2 3
0 2 8 5 0 2 22 0 1 0 26 1
0 26 2 101 318
5:15 PM 0 0 0 0
4 0 5 53 0 0
67 271
5:00 PM 0 0 0 0 0 6 5
0 5 8 6 0 5 23 0 0 0 18 2
0 21 4 80 0
4:45 PM 0 0 0 0
1 0 2 37 0 0
70 0
4:30 PM 0 0 0 0 0 6 9
0 6 6 1 0 1 21 0 0 0 20 15
0 14 4 54 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 2 4 4 0 3 22 0 1

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

UT LT TH RT
Interval
Start
E Main St E Main St S Sutter St N Sutter St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.77
TOTAL 0.6% 0.79
TH RT
WB 1.6% 0.83
NB 0.7% 0.63
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB - -
0 0
0 0
00 02
0 0
0 0
14 24
52 25
N
S Sutter St
E Main St
E Main St
S Sutter St
E Main St N Sutter St
TEV: 318
PHF: 0.79
23 85
0 108
146
0 12
28 23
63 0
0 0
134
13 108
147
0 0
0 0
0 64
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
723
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 2 0 0 0 0 2
0 2 0 0 2 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 1
0 1
5:45 PM
0 0 0 0
1 5:30 PM
0 0 0 0 0 0 0
1 2
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 1 0 0 0 0 1
0 0
0 0 0
4:00 PM 0 0
RT
2 0
Interval
Start
E Main St E Main St S Sutter St N Sutter St
15-min
Total
Rolling
One Hour
0 1 0 0 0 0 1 0 0 0 0 0

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

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
724
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
6 5
8 6
10 2
5 5
47 0 0 0 10 5 4 7 26
8 7
Peak Hour 0 1 8 6 15 0 0
Count Total 0 1 15 10 26 0 0 0 0 0 23 9
8:45 AM 0 0 0 3 3 0 0 0 0 0 3 0 2 0
0 0 2 1 2 0
2 8:30 AM 0 0 4 1 5 0 0 0
0 0 0 0 0 0
2 4
8:15 AM 0 0 0 0 0 0 0
0 0 0 0 3 1
2 0 0
8:00 AM 0 1 1 0 2 0
0 0 0 0 0 4
2 2 1
0 7:30 AM 0 0 4 1 5 0 0 0
0 0 0 4 1 0
0 1 0
EB WB NB SB Total East
7:45 AM 0 0 3 5 8
0 0 3
HV% - - - - - - 8% 3%
0 0
7:15 AM 0 0 2 0 2 0 0
0 0 0 0 4 2
West North South
7:00 AM 0 0 1
1 0 0 63 26 34 0 13 251 0 0 0 208
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
2% 0% 0% - - - 2% 18% 2%
Peak
Hour
All 0 0 0
44 0 17 413 0 0
0 0 0 1 7 0 0 0 4 2 15 0
11 606 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 77 50 0 358 19 978 0
0 5 9 5 0 2 44 0 0 0 32 1 98 517
0 44 2 121 596
8:45 AM 0 0 0 0
4 0 0 55 0 0
139 606
8:30 AM 0 0 0 0 0 6 10
0 6 9 1 0 7 58 0 0 0 58 0
0 45 4 159 556
8:15 AM 0 0 0 0
8 0 2 72 0 0
177 461
8:00 AM 0 0 0 0 0 23 5
0 23 4 17 0 0 70 0 0 0 58 5
0 47 2 131 0
7:45 AM 0 0 0 0
8 0 4 51 0 0
89 0
7:30 AM 0 0 0 0 0 11 8
0 3 4 0 0 2 37 0 0 0 40 3
0 34 2 64 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 0 1 1 0 0 26 0 0

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

UT LT TH RT
Interval
Start
E Main St E Main St California St N California St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 2.7% 0.87
TOTAL 2.5% 0.86
TH RT
WB 0.8% 0.70
NB 3.0% 0.89
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB - -
0 0
0 0
00 00
0 0
0 0
4 7
5 10
N
California St
E Main St
E Main St
California St
E Main St N California St
TEV: 606
PHF: 0.86
11 208
0 219
285
0 34
26 63
123
0 0
0 251
13 271
264
0 0
0 0
0 50
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
725
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
8:45 AM
0 0 0 0
0 8:30 AM
0 0 0 0 0 0 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
15 0
Interval
Start
E Main St E Main St California St N California St
15-min
Total
Rolling
One Hour
0 1 0 0 0 1 7 0 0 0 4 2

LT TH RT RT LT TH RT
0 8 2 26 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 1 0 0 0 1 14 0 0
0 0 0 0 0 0 0 0 0 0 3 0 3 10
0 1 0 5 15
8:45 AM 0 0 0 0
0 0 0 4 0 0
0 15
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 2 17
8:15 AM 0 0 0 0
0 0 0 1 0 0
8 16
8:00 AM 0 0 0 0 0 1 0
0 0 0 0 0 0 3 0 0 0 3 2
0 1 0 5 0
7:45 AM 0 0 0 0
0 0 1 3 0 0
2 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 0 0
0 0 0 1 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 0

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
726
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 7
7 10
4 3
3 2
38 1 0 1 6 9 9 2 26
10 2
Peak Hour 0 1 2 5 8 0 0
Count Total 0 1 3 8 12 0 0 1 0 1 9 17
5:45 PM 0 0 1 0 1 0 0 0 0 0 2 0 0 0
0 0 0 2 1 0
0 5:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 3 0
0 0
5:15 PM 0 0 0 1 1 0 0
0 0 0 0 1 3
4 5 0
5:00 PM 0 0 0 2 2 0
0 0 0 0 0 1
2 4 0
1 4:30 PM 0 0 1 3 4 0 0 0
1 0 1 4 2 0
1 1 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 1
HV% - - - - - 0% 0% 1%
0 1
4:15 PM 0 1 1 1 3 0 0
0 0 0 0 0 1
West North South
4:00 PM 0 0 0
0 0 0 27 42 24 1 8 216 0 0 0 249
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 2% 0% - - - 2% 0% 1%
Peak
Hour
All 0 0 0
34 2 13 379 0 0
1 0 0 0 2 0 0 0 5 0 8 0
8 575 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 41 70 0 448 18 1,005 0
0 1 10 2 0 0 30 0 0 0 36 1 80 430
0 37 1 90 486
5:45 PM 0 0 0 0
6 0 1 38 0 0
128 561
5:30 PM 0 0 0 0 0 3 4
0 5 9 0 0 2 52 0 0 0 54 6
0 72 2 132 565
5:15 PM 0 0 0 0
2 1 2 43 0 0
136 575
5:00 PM 0 0 0 0 0 5 5
0 6 9 5 0 4 50 0 0 0 56 6
0 59 0 165 0
4:45 PM 0 0 0 0
9 1 3 74 0 0
132 0
4:30 PM 0 0 0 0 0 6 13
0 8 10 4 0 1 49 0 0 0 58 2
0 76 0 142 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 7 10 6 0 0 43 0 0

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

UT LT TH RT
Interval
Start
E Main St E Main St California St N California St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.9% 0.85
TOTAL 1.4% 0.87
TH RT
WB 1.1% 0.83
NB 0.9% 0.72
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB - -
0 0
0 0
00 01
0 0
0 0
9 2
9 6
N
California St
E Main St
E Main St
California St
E Main St N California St
TEV: 575
PHF: 0.87
8 249
0 257
240
0 24
42 27
93 0
0 0
216
8 277
225
1 0
0 0
0 58
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
727
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 0 0 0 0 1
0 1 0 0 1 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
5:45 PM
0 0 0 0
0 5:30 PM
0 0 0 0 0 0 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 1 0 0 0 0 1
0 0
0 0 0
4:00 PM 0 0
RT
8 0
Interval
Start
E Main St E Main St California St N California St
15-min
Total
Rolling
One Hour
0 0 1 0 0 0 2 0 0 0 5 0

LT TH RT RT LT TH RT
0 8 0 12 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 1 0 0 0 3 0 0
0 0 0 0 0 0 1 0 0 0 0 0 1 4
0 0 0 0 3
5:45 PM 0 0 0 0
0 0 0 0 0 0
1 7
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
0 2 0 2 9
5:15 PM 0 0 0 0
0 0 0 0 0 0
0 8
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 3 0 4 0
4:45 PM 0 0 0 0
0 0 0 1 0 0
3 0
4:30 PM 0 0 0 0 0 0 0
0 0 1 0 0 0 1 0 0 0 1 0
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
Northbound Southbound

ATTACHMENT B
728
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
5 14
32 59
19 9
28 8
174
0 1 1 10 11 2 96 119
6 131
Peak Hour 0 0 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 1 1 17 20
8:45 AM 0 0 0 0 0 0 0 0 0 0 1 4 1 2
0 0 1 1 2 24
7 8:30 AM 0 0 0 0 0 0 0 0
0 1 1 2 0 0
0 15
8:15 AM 0 0 0 0 0 0 0
0 0 0 0 0 4
6 2 47
8:00 AM 0 0 0 0 0 0
0 0 0 0 0 4
1 0 27
6 7:30 AM 0 0 0 0 0 0 0 0
0 0 0 5 3 0
0 0 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
0 0 4
HV% - - - - - 0% 0% 0%
1 3
7:15 AM 0 0 0 0 0 0 0
0 0 0 0 0 1
West North South
7:00 AM 0 0 0
0 0 0 82 87 24 1 15 18 0 1 0 31
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% - 0% - 0% 0% 0%
Peak
Hour
All 0 0 0
42 1 15 19 0 4
0 0 0 0 0 0 0 0 0 0 0 0
20 279 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 96 133 0 40 25 375 0
0 1 15 7 0 0 0 0 2 0 3 4 32 158
0 0 0 35 245
8:45 AM 0 0 0 0
5 0 0 0 0 1
28 279
8:30 AM 0 0 0 0 0 6 23
0 2 16 3 0 1 3 0 0 0 3 0
0 4 8 63 273
8:15 AM 0 0 0 0
6 1 4 7 0 0
119 217
8:00 AM 0 0 0 0 0 13 20
0 44 34 9 0 10 4 0 1 0 13 4
0 11 8 69 0
7:45 AM 0 0 0 0
6 0 0 4 0 0
22 0
7:30 AM 0 0 0 0 0 23 17
0 6 7 3 0 0 0 0 0 0 5 1
0 1 0 7 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 1 1 3 0 0 1 0 0

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

UT LT TH RT
Interval
Start
E Main St E Main St S American St N American St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.68
TOTAL 0.0% 0.59
TH RT
WB 0.0% 0.55
NB 0.0% 0.61
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB - -
0 0
0 1
00 00
0 0
0 0
2 96
11 10
N
S American St
E Main St
E Main St
S American St
E Main St N American St
TEV: 279
PHF: 0.59
20 31
0 52
43 1
24 87
82 193
0 0
0 15
18 114
34 1
0 0
0 0
122
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
729
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 1 1
0 0 0 1 1 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 1
0 1
8:45 AM
0 0 0 0
1 8:30 AM
0 0 0 0 0 1 1
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
0 0
Interval
Start
E Main St E Main St S American St N American St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 0

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

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
730
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
7 8
2 9
1 1
5 4
37 0 0 0 4 2 5 15 26
7 21
Peak Hour 0 0 0 1 1 0 0
Count Total 0 1 0 1 2 0 0 0 0 0 7 2
5:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 2
0 0 0 0 1 4
0 5:30 PM 0 0 0 0 0 0 0 0
0 0 0 1 0 0
0 0
5:15 PM 0 1 0 0 1 0 0
0 0 0 0 1 0
1 2 6
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 2
3 4:30 PM 0 0 0 0 0 0 0 0
0 0 0 2 0 3
0 0 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 0
HV% - - - - - - 0% 0%
0 4
4:15 PM 0 0 0 1 1 0 0
0 0 0 0 2 1
West North South
4:00 PM 0 0 0
0 0 0 22 73 19 0 3 24 0 2 0 12
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% - 0% - 0% 7% 1%
Peak
Hour
All 0 0 0
26 1 8 36 0 2
0 0 0 0 0 0 0 0 0 1 1 0
15 170 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 42 108 0 29 25 277 0
0 3 11 2 0 1 1 0 0 0 1 0 19 107
0 6 2 26 130
5:45 PM 0 0 0 0
3 1 1 2 0 0
25 145
5:30 PM 0 0 0 0 0 3 8
0 5 8 1 0 1 3 0 0 0 3 4
0 7 4 37 157
5:15 PM 0 0 0 0
1 0 2 6 0 0
42 170
5:00 PM 0 0 0 0 0 9 8
0 6 16 3 0 1 8 0 0 0 3 5
0 3 4 41 0
4:45 PM 0 0 0 0
3 0 0 4 0 1
37 0
4:30 PM 0 0 0 0 0 5 21
0 5 19 4 0 1 3 0 0 0 3 2
0 3 4 50 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 6 17 9 0 1 9 0 1

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

UT LT TH RT
Interval
Start
E Main St E Main St S American St N American St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 3.4% 0.91
TOTAL 0.6% 0.85
TH RT
WB 0.0% 0.89
NB 0.0% 0.68
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB - -
0 0
0 0
00 00
0 0
0 0
5 15
2 4
N
S American St
E Main St
E Main St
S American St
E Main St N American St
TEV: 170
PHF: 0.85
15 12
0 29
45 2
19 73
22 114
0 0
0 24
3 34
27 0
0 0
0 0
91 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
731
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
5:45 PM
0 0 0 0
0 5:30 PM
0 0 0 0 0 0 0
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 0 0
RT
1 0
Interval
Start
E Main St E Main St S American St N American St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 1

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

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
732
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
0 1
5 3
1 6
4 8
28 3 0 3 0 7 2 5 14
4 12
Peak Hour 0 4 10 12 26 0 0
Count Total 0 6 20 20 46 0 1 4 1 6 0 12
8:45 AM 0 0 2 2 4 0 0 0 0 0 0 2 1 5
0 1 0 0 0 4
1 8:30 AM 0 0 7 5 12 0 0 1
1 0 1 0 3 2
0 0
8:15 AM 0 1 0 1 2 0 0
0 1 0 1 0 1
3 0 0
8:00 AM 0 1 1 5 7 0
0 0 0 0 0 0
3 1 1
1 7:30 AM 0 1 4 1 6 0 1 0
1 0 1 0 0 0
4 6 0
EB WB NB SB Total East
7:45 AM 0 2 2 1 5
1 2 0
HV% - - - - - - 0% 2%
0 0
7:15 AM 0 0 3 1 4 0 0
0 0 0 0 0 0
West North South
7:00 AM 0 1 1
4 0 0 46 78 5 0 86 427 0 0 0 209
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
9% 0% 0% - - - 6% 0% 3%
Peak
Hour
All 0 0 0
11 0 147 685 0 0
0 0 0 0 10 0 0 0 12 0 26 0
15 866 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 66 116 0 334 24 1,383 0
0 6 11 3 0 11 69 0 0 0 40 1 141 708
0 63 3 197 866
8:45 AM 0 0 0 0
0 0 13 91 0 0
176 864
8:30 AM 0 0 0 0 0 11 16
0 7 10 1 0 8 94 0 0 0 55 1
0 40 4 194 807
8:15 AM 0 0 0 0
3 0 17 108 0 0
299 675
8:00 AM 0 0 0 0 0 9 13
0 19 39 1 0 48 134 0 0 0 51 7
0 37 5 195 0
7:45 AM 0 0 0 0
3 0 34 91 0 0
119 0
7:30 AM 0 0 0 0 0 9 16
0 3 9 0 0 12 65 0 0 0 29 1
0 19 2 62 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 2 2 0 0 4 33 0 0

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

UT LT TH RT
Interval
Start
E Main St E Main St S Stanislaus St N Stanislaus St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 5.4% 0.85
TOTAL 3.0% 0.72
TH RT
WB 3.1% 0.55
NB 1.9% 0.70
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB - -
0 0
0 0
00 12
0 0
0 0
2 5
7 0
N
S Stanislaus St
E Main St
E Main St
S Stanislaus St
E Main St N Stanislaus St
TEV: 866
PHF: 0.72
15 209
0 224
432
0 5
78 46
129
0 0
0 427
86 255
513
0 0
0 0
0 179
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
733
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. 1 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 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
1 LT TH
1 2 0 0 0 0 3
1 3 0 0 6 0
0 0
0 0
Peak Hour
Count Total 0 1
0 0 0 0 0 0 0 0 0 3
1 3
8:45 AM
0 1 0 0
4 8:30 AM
0 1 0 0 0 0 1
1 4
8:15 AM
1 0 0
0 0 0
0 0 0
0 0 0
3 8:00 AM
0 0 0 0
2 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 1 0 0 0 0 1
0 0
0 0 0
7:00 AM 0 0
RT
26 0
Interval
Start
E Main St E Main St S Stanislaus St N Stanislaus St
15-min
Total
Rolling
One Hour
0 4 0 0 0 0 10 0 0 0 12 0

LT TH RT RT LT TH RT
0 20 0 46 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 6 0 0 0 0 20 0 0
0 0 0 0 0 0 2 0 0 0 2 0 4 25
0 5 0 12 26
8:45 AM 0 0 0 0
0 0 0 7 0 0
2 20
8:30 AM 0 0 0 0 0 0 0
0 1 0 0 0 0 0 0 0 0 1 0
0 5 0 7 22
8:15 AM 0 0 0 0
0 0 0 1 0 0
5 21
8:00 AM 0 0 0 0 0 1 0
0 2 0 0 0 0 2 0 0 0 1 0
0 1 0 6 0
7:45 AM 0 0 0 0
0 0 0 4 0 0
4 0
7:30 AM 0 0 0 0 0 1 0
0 0 0 0 0 0 3 0 0 0 1 0
0 4 0 6 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
Northbound Southbound

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

ATTACHMENT B
734
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
5 7
2 2
5 5
5 1
32 2 0 2 7 5 0 4 16
3 11
Peak Hour 0 1 6 4 11 0 0
Count Total 0 1 13 7 21 0 2 3 0 5 11 7
5:45 PM 0 0 2 0 2 0 0 0 0 0 0 0 1 0
0 2 1 0 2 2
3 5:30 PM 0 0 1 1 2 0 2 0
0 0 0 0 2 0
0 1
5:15 PM 0 0 2 1 3 0 0
0 1 0 1 0 4
1 0 0
5:00 PM 0 0 0 1 1 0
0 0 0 0 0 1
0 0 0
3 4:30 PM 0 1 1 2 4 0 0 1
0 0 0 4 0 0
1 3 0
EB WB NB SB Total East
4:45 PM 0 0 3 0 3
0 1 2
HV% - - - - - - 0% 2%
0 2
4:15 PM 0 0 2 1 3 0 0
0 1 0 1 3 0
West North South
4:00 PM 0 0 2
1 0 0 66 53 12 0 39 249 0 0 0 295
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
2% 0% 0% - - - 1% 0% 2%
Peak
Hour
All 0 0 0
29 0 76 456 0 0
0 0 0 0 6 0 0 0 4 0 11 0
8 722 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 131 88 0 518 17 1,315 0
0 37 6 9 0 9 35 0 0 0 48 2 146 610
0 49 2 136 630
5:45 PM 0 0 0 0
2 0 9 60 0 0
131 675
5:30 PM 0 0 0 0 0 9 5
0 8 7 3 0 5 34 0 0 0 72 2
0 100 0 197 722
5:15 PM 0 0 0 0
0 0 11 68 0 0
166 705
5:00 PM 0 0 0 0 0 10 8
0 11 14 2 0 10 58 0 0 0 69 2
0 77 3 181 0
4:45 PM 0 0 0 0
5 0 10 55 0 0
178 0
4:30 PM 0 0 0 0 0 19 12
0 26 19 5 0 8 68 0 0 0 49 3
0 54 3 180 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 11 17 3 0 14 78 0 0

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

UT LT TH RT
Interval
Start
E Main St E Main St S Stanislaus St N Stanislaus St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.3% 0.76
TOTAL 1.5% 0.92
TH RT
WB 0.8% 0.66
NB 2.1% 0.91
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB - -
0 0
0 0
00 11
0 0
0 0
0 4
5 7
N
S Stanislaus St
E Main St
E Main St
S Stanislaus St
E Main St N Stanislaus St
TEV: 722
PHF: 0.92
8 295
0 303
261
0 12
53 66
131
0 0
0 249
39 361
288
0 0
0 0
0 100
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
735
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
1 0 1
0 0 0
0 0 0 0 0 0
0 0 0 1 0 1
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 1 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
1 1 0 0 0 0 2
1 2 0 0 5 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 3
2 3
5:45 PM
0 0 0 0
2 5:30 PM
0 0 0 0 0 0 0
1 2
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
2 5:00 PM
0 0 0 0
1 0
4:45 PM
1 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 1 0
RT
11 0
Interval
Start
E Main St E Main St S Stanislaus St N Stanislaus St
15-min
Total
Rolling
One Hour
0 1 0 0 0 0 6 0 0 0 4 0

LT TH RT RT LT TH RT
0 7 0 21 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 1 0 0 0 0 13 0 0
0 0 0 0 0 0 2 0 0 0 0 0 2 8
0 1 0 2 9
5:45 PM 0 0 0 0
0 0 0 1 0 0
3 11
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 1 0
0 1 0 1 11
5:15 PM 0 0 0 0
0 0 0 0 0 0
3 13
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 3 0 0 0 0 0
0 2 0 4 0
4:45 PM 0 0 0 0
0 0 0 1 0 0
3 0
4:30 PM 0 0 0 0 0 1 0
0 0 0 0 0 0 2 0 0 0 1 0
0 1 0 3 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
Northbound Southbound

ATTACHMENT B
736
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 1
4 2
6 4
3 2
23 2 0 3 5 4 5 2 16
7 5
Peak Hour 0 2 3 2 7 0 1
Count Total 0 3 5 2 10 0 1 4 1 6 7 4
8:45 AM 0 0 0 0 0 0 0 0 1 1 1 0 0 1
0 1 1 0 1 1
0 8:30 AM 0 0 1 0 1 0 0 1
1 0 2 2 0 2
1 2
8:15 AM 0 0 1 1 2 0 1
0 1 0 1 2 1
1 1 0
8:00 AM 0 0 0 0 0 0
0 0 0 0 0 0
2 1 0
1 7:30 AM 0 0 2 0 2 0 0 0
0 0 0 0 0 0
0 2 0
EB WB NB SB Total East
7:45 AM 0 2 0 1 3
0 0 1
HV% - - - - - - 11% 5%
1 0
7:15 AM 0 0 0 0 0 0 0
0 1 0 1 0 0
West North South
7:00 AM 0 1 1
0 0 0 6 107 7 0 9 43 0 0 0 16
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 2% 0% - - - 6% 6% 3%
Peak
Hour
All 0 0 0
12 0 13 60 0 0
2 0 0 1 2 0 0 0 1 1 7 0
16 204 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 13 157 0 25 23 303 0
0 2 15 1 0 2 6 0 0 0 1 1 28 154
0 4 3 41 204
8:45 AM 0 0 0 0
4 0 1 3 0 0
38 204
8:30 AM 0 0 0 0 0 4 22
0 2 14 3 0 3 7 0 0 0 5 4
0 4 3 47 185
8:15 AM 0 0 0 0
1 0 2 14 0 0
78 149
8:00 AM 0 0 0 0 0 4 19
0 0 50 2 0 1 13 0 0 0 6 6
0 1 3 41 0
7:45 AM 0 0 0 0
1 0 3 9 0 0
19 0
7:30 AM 0 0 0 0 0 0 24
0 1 11 0 0 1 3 0 0 0 2 1
0 2 2 11 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 0 2 0 0 0 5 0 0

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

UT LT TH RT
Interval
Start
E Main St E Main St S Grant St N Grant St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 6.3% 0.67
TOTAL 3.4% 0.65
TH RT
WB 1.7% 0.58
NB 5.8% 0.81
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB - -
0 0
0 0
00 01
1 0
0 1
5 2
4 5
N
S Grant St
E Main St
E Main St
S Grant St
E Main St N Grant St
TEV: 204
PHF: 0.65
16 16
0 32
50 0
7 107
6 120
0 0
0 43
9 22
52 0
0 0
0 0
132
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
737
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 1 0 0
0 0 0 1 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 1 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 1 0 0 0 3
1 1 2 0 6 0
0 0
0 1
Peak Hour
Count Total 0 1
0 0 0 0 0 0 0 0 1 5
1 4
8:45 AM
0 0 1 0
3 8:30 AM
0 0 1 0 0 0 2
1 1
8:15 AM
0 1 0
0 0 0
0 0 0
1 0 0
1 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 1 0
RT
7 0
Interval
Start
E Main St E Main St S Grant St N Grant St
15-min
Total
Rolling
One Hour
0 0 2 0 0 1 2 0 0 0 1 1

LT TH RT RT LT TH RT
0 1 1 10 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 3 0 0 1 4 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 3
0 0 0 1 6
8:45 AM 0 0 0 0
0 0 0 1 0 0
2 7
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 0 1
0 0 0 0 5
8:15 AM 0 0 0 0
0 0 0 0 0 0
3 7
8:00 AM 0 0 0 0 0 0 0
0 0 2 0 0 0 0 0 0 0 1 0
0 0 0 2 0
7:45 AM 0 0 0 0
0 0 1 1 0 0
0 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 2 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
Northbound Southbound

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

ATTACHMENT B
738
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 0
0 1
0 4
38 10
55 0 0 0 1 0 1 1 3
2 50
Peak Hour 0 2 0 0 2 0 0
Count Total 0 2 1 0 3 0 0 2 1 3 1 2
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10
1 3 0 0 0 38
1 5:30 PM 0 0 1 0 1 0 0 2
0 0 0 0 2 1
0 0
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 1 0
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
0 4:30 PM 0 1 0 0 1 0 0 0
0 0 0 0 0 0
0 1 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 0
HV% - - - - - - 0% 0%
0 1
4:15 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
West North South
4:00 PM 0 1 0
0 0 0 7 109 11 0 10 21 0 0 0 31
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 9% - - - 0% 0% 1%
Peak
Hour
All 0 0 0
22 0 14 31 1 1
1 1 0 0 0 0 0 0 0 0 2 0
25 214 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 12 201 0 49 35 366 0
0 1 49 3 0 0 3 0 0 0 3 4 63 152
0 4 2 30 128
5:45 PM 0 0 0 0
2 0 0 3 0 0
25 151
5:30 PM 0 0 0 0 0 3 16
0 0 13 3 0 2 0 1 1 0 3 2
0 8 2 34 202
5:15 PM 0 0 0 0
3 0 2 4 0 0
39 214
5:00 PM 0 0 0 0 0 1 14
0 2 21 2 0 0 4 0 0 0 4 6
0 12 9 53 0
4:45 PM 0 0 0 0
2 0 4 5 0 0
76 0
4:30 PM 0 0 0 0 0 1 20
0 4 43 5 0 5 4 0 0 0 9 6
0 6 4 46 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 0 25 2 0 1 8 0 0

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

UT LT TH RT
Interval
Start
E Main St E Main St S Grant St N Grant St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.67
TOTAL 0.9% 0.70
TH RT
WB 1.6% 0.61
NB 0.0% 0.86
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB - -
0 0
0 0
00 00
0 0
0 0
1 1
0 1
N
S Grant St
E Main St
E Main St
S Grant St
E Main St N Grant St
TEV: 214
PHF: 0.7
25 31
0 56
32 0
11 109
7 127
0 0
0 10
21 38
31 0
0 0
0 0
144
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
739
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
1 1 0 1 3 0
0 1
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 3
3 3
5:45 PM
1 1 0 0
0 5:30 PM
0 0 0 0 0 0 0
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 0 0
RT
2 0
Interval
Start
E Main St E Main St S Grant St N Grant St
15-min
Total
Rolling
One Hour
0 0 1 1 0 0 0 0 0 0 0 0

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

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
740
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
0 0
4 1
1 3
2 1
12 2 5 8 0 2 4 1 7
4 5
Peak Hour 0 3 4 2 9 0 1
Count Total 0 3 5 2 10 0 1 3 9 13 0 3
8:45 AM 0 0 0 0 0 0 0 0 1 1 0 1 0 0
1 1 0 1 1 0
1 8:30 AM 0 0 1 0 1 0 0 0
0 1 1 0 1 1
1 0
8:15 AM 0 1 0 0 1 0 0
0 0 0 0 0 0
0 1 0
8:00 AM 0 2 2 2 6 0
0 1 2 3 6 0
0 0 4
0 7:30 AM 0 0 0 0 0 0 0 0
1 3 4 0 0 0
0 0 0
EB WB NB SB Total East
7:45 AM 0 0 1 0 1
0 0 0
HV% - - - - - 0% 13% 1%
0 0
7:15 AM 0 0 1 0 1 0 0
0 0 0 0 0 0
West North South
7:00 AM 0 0 0
1 0 0 9 103 4 1 23 103 0 1 0 33
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
11% 2% 0% - 0% - 6% 0% 3%
Peak
Hour
All 0 0 0
6 1 30 162 0 2
2 0 0 3 1 0 0 0 2 0 9 0
6 283 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 16 155 0 56 12 440 0
0 3 20 0 0 3 16 0 1 0 6 2 51 237
0 8 2 61 283
8:45 AM 0 0 0 0
0 1 6 26 0 1
54 269
8:30 AM 0 0 0 0 0 3 14
0 1 14 0 0 3 26 0 0 0 7 3
0 13 1 71 250
8:15 AM 0 0 0 0
1 0 3 19 0 0
97 203
8:00 AM 0 0 0 0 0 2 32
0 3 43 3 0 11 32 0 0 0 5 0
0 7 3 47 0
7:45 AM 0 0 0 0
0 0 2 19 0 0
35 0
7:30 AM 0 0 0 0 0 2 14
0 0 12 0 0 1 15 0 0 0 6 1
0 4 0 24 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 2 6 2 0 1 9 0 0

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

UT LT TH RT
Interval
Start
E Main St E Main St N Aurora St N Aurora St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 5.0% 0.71
TOTAL 3.2% 0.73
TH RT
WB 2.6% 0.59
NB 3.1% 0.74
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB - -
0 0
0 0
50 02
0 0
1 0
4 1
2 0
N
N Aurora St
E Main St
E Main St
N Aurora St
E Main St N Aurora St
TEV: 283
PHF: 0.73
6 33
0 40
108
1 4
103
9 116
0 0
0 103
23 43
127
1 0
0 0
0 132
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
741
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 3 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 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 2 0 0 5 0 8
0 3 0 1 13 0
1 0
0 0
Peak Hour
Count Total 0 8
0 0 0 0 0 0 0 1 1 3
1 8
8:45 AM
0 0 0 0
7 8:30 AM
0 0 0 0 1 0 1
0 10
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
10 8:00 AM
0 2 0 6
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 1 0 0 3 0 4
0 0
0 1 0
7:00 AM 0 0
RT
9 0
Interval
Start
E Main St E Main St N Aurora St N Aurora St
15-min
Total
Rolling
One Hour
0 1 2 0 0 3 1 0 0 0 2 0

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

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
742
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
0 2
4 2
2 3
2 1
16 2 1 4 0 1 1 8 10
3 8
Peak Hour 0 1 1 2 4 0 1
Count Total 0 1 4 3 8 0 1 9 1 11 0 5
5:45 PM 0 0 1 0 1 0 0 2 0 2 0 0 1 0
0 1 0 2 0 0
0 5:30 PM 0 0 0 0 0 0 0 1
2 0 2 0 2 1
0 1
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 0 1
0 0 2
5:00 PM 0 1 0 0 1 0
0 1 0 0 1 0
0 0 4
1 4:30 PM 0 0 1 0 1 0 0 1
1 0 1 0 0 1
1 3 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
1 2 0
HV% - - - - - 0% 0% 1%
0 0
4:15 PM 0 0 0 2 2 0 0
0 2 0 2 0 0
West North South
4:00 PM 0 0 2
0 0 0 15 60 1 2 10 96 0 0 0 38
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 2% 0% - - - 5% 0% 2%
Peak
Hour
All 0 0 0
8 4 20 177 0 1
1 0 0 0 1 0 0 0 2 0 4 0
5 227 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 31 132 0 63 11 447 0
0 3 36 5 1 2 21 0 1 0 6 2 77 224
0 7 1 41 192
5:45 PM 0 0 0 0
1 0 3 17 0 0
38 204
5:30 PM 0 0 0 0 0 6 6
0 3 14 0 0 1 12 0 0 0 7 1
0 10 0 68 227
5:15 PM 0 0 0 0
1 2 4 32 0 0
45 223
5:00 PM 0 0 0 0 0 9 10
0 0 16 0 0 3 20 0 0 0 5 1
0 11 1 53 0
4:45 PM 0 0 0 0
0 0 2 18 0 0
61 0
4:30 PM 0 0 0 0 0 4 17
0 2 17 0 0 1 26 0 0 0 12 3
0 5 2 64 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 4 16 1 1 4 31 0 0

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

UT LT TH RT
Interval
Start
E Main St E Main St N Aurora St N Aurora St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 4.7% 0.72
TOTAL 1.8% 0.83
TH RT
WB 1.3% 0.90
NB 0.9% 0.71
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB - -
0 0
0 1
00 11
0 0
1 0
1 8
1 0
N
N Aurora St
E Main St
E Main St
N Aurora St
E Main St N Aurora St
TEV: 227
PHF: 0.83
5 38
0 43
97 0
1 60
15 76
0 0
0 10
96 55
108
2 0
0 0
0 75
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
743
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 1
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 LT TH
0 0 0 2 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
1 1 0 0 0 1 4
3 6 0 1 11 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 2 0 0 2 5
1 4
5:45 PM
0 1 0 0
5 5:30 PM
2 0 0 0 0 0 2
0 4
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
6 5:00 PM
0 0 0 1
2 0
4:45 PM
0 1 0 0
0 4:30 PM
4:15 PM 0 1 0 0 0 0 0 1
0 0
0 1 0
4:00 PM 2 0
RT
4 0
Interval
Start
E Main St E Main St N Aurora St N Aurora St
15-min
Total
Rolling
One Hour
0 0 1 0 0 0 1 0 0 0 2 0

LT TH RT RT LT TH RT
0 3 0 8 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 1 0 0 0 4 0 0
0 0 0 0 0 0 1 0 0 0 0 0 1 2
0 0 0 0 1
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 2
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 4
5:15 PM 0 0 0 0
0 0 0 0 0 0
0 6
5:00 PM 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 0
4:45 PM 0 0 0 0
0 0 0 1 0 0
2 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 2 0
0 1 0 3 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
Northbound Southbound

ATTACHMENT B
744
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
17 24
29 38
44 59
53 44
308
1 18 25 63 89 30 18 200
51 20
Peak Hour 1 3 1 3 8 4 2
Count Total 1 3 5 5 14 5 5 4 24 38 88 149
8:45 AM 1 1 0 0 2 2 0 0 6 8 9 26 9 0
5 6 19 20 7 7
6 8:30 AM 0 0 0 1 1 0 0 1
0 4 7 21 26 6
8 5
8:15 AM 0 0 1 2 3 2 1
1 0 3 4 14 17
23 8 0
8:00 AM 0 2 0 0 2 0
0 3 2 3 8 7
14 4 1
1 7:30 AM 0 0 1 0 1 1 0 0
1 1 2 3 15 5
0 3 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
2 3 10
HV% - 8% 0% 0% - 0% 8% 0%
4 0
7:15 AM 0 0 0 2 2 0 0
0 0 0 0 5 8
West North South
7:00 AM 0 0 3
2 25 0 23 20 29 2 12 56 11 0 9 86
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
9% 0% 3% 0% - 22% 1% 0% 3%
Peak
Hour
All 0 12 12
39 2 14 83 15 0
0 1 0 1 0 0 0 2 1 0 8 0
4 301 0
HV 0 1 0 0 0
Count Total 0 24 20 38 0 40 40 11 144 11 481 0
0 6 5 8 1 2 12 3 0 2 21 1 79 301
1 18 1 69 271
8:45 AM 0 5 5 8
5 1 4 17 4 0
88 258
8:30 AM 0 3 1 7 0 2 5
0 4 6 8 0 4 18 3 0 4 30 1
2 17 1 65 211
8:15 AM 0 2 2 6
8 0 2 9 1 0
49 180
8:00 AM 0 2 4 4 0 11 4
0 7 4 1 0 1 5 0 0 1 20 1
1 19 3 56 0
7:45 AM 0 3 1 5
3 0 0 10 2 0
41 0
7:30 AM 0 1 3 4 0 5 5
0 2 6 3 0 0 6 0 0 0 13 2
0 6 1 34 0
7:15 AM 0 4 4 1
7:00 AM 0 4 0 3 0 3 5 3 0 1 6 2 0

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

UT LT TH RT
Interval
Start
23rd St 23rd St Webster St Webster St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 3.0% 0.71
TOTAL 2.7% 0.86
TH RT
WB 4.2% 0.78
NB 1.2% 0.78
Peak Hour: 8:00 AM 9:00 AM
HV %: PHF
EB 2.0% 0.68
2 2
0 0
180
01 0
0 1
1 30
18 89
63 N
Webster St
23rd St
23rd St
Webster St
23rd St
Webster St
TEV: 301
PHF: 0.86
4 86
9 99
97 0
29 20
23 72
32 0
12 5611
136
81 2
25 12
12 49
36 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
745
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. 2 0
0 3 0
0 3 0
0 0 0
0 0 0
0 2 2 1 1 0
0 2 3 1 4 0
0 0 0 0
0 0
1 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 1 0
0 0 0
0 LT TH
0 1 0 0 18 0 25
1 3 0 0 38 0
5 0
0 6
Peak Hour
Count Total 0 24
0 0 2 0 0 0 0 0 8 25
6 25
8:45 AM
0 1 0 0
22 8:30 AM
0 0 0 0 4 0 7
4 17
8:15 AM
0 0 0
0 0 2
0 0 0
1 0 0
13 8:00 AM
1 1 0 8
3 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 1 0 0 1 0 2
0 0
0 3 0
7:00 AM 0 0
RT
8 0
Interval
Start
23rd St 23rd St Webster St Webster St
15-min
Total
Rolling
One Hour
0 2 0 1 0 1 0 0 0 2 1 0

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

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
23rd St 23rd St Webster St Webster St
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
746
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
62 55
70 74
117
89 98
67 632
5 10 24 131 108 76 56 371
127 104
Peak Hour 1 0 0 3 4 3 6
Count Total 3 0 0 7 10 7 7 14 14 42 186 215
5:45 PM 0 0 0 0 0 0 2 4 2 8 27 11 17 12
3 5 44 22 17 15
16 5:30 PM 1 0 0 2 3 0 1 1
0 4 6 29 29 15
27 13
5:15 PM 0 0 0 0 0 0 2
1 0 1 5 31 46
35 16 11
5:00 PM 0 0 0 1 1 3
1 1 4 1 7 12
30 15 8
14 4:30 PM 0 0 0 1 1 0 0 2
1 1 3 13 18 10
0 2 2
EB WB NB SB Total East
4:45 PM 0 0 0 1 1
1 3 17
HV% - 0% 0% 3% - 0% 0% 0%
10 15
4:15 PM 0 0 0 2 2 1 0
0 2 1 5 13 24
West North South
4:00 PM 2 0 0
0 30 0 22 47 25 1 12 40 15 0 19 179
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% 0% - 0% 2% 0% 1%
Peak
Hour
All 0 17 29
60 1 18 79 23 1
0 0 0 0 0 0 0 0 3 0 4 0
36 472 0
HV 0 0 0 1 0
Count Total 0 41 54 54 0 40 87 31 335 49 873 0
0 5 12 7 1 8 8 5 0 6 42 11 123 472
2 48 7 124 458
5:45 PM 0 2 11 5
9 0 1 13 4 0
114 424
5:30 PM 0 7 7 13 0 4 9
0 6 14 3 0 0 6 3 0 8 49 13
3 40 5 111 422
5:15 PM 0 3 5 4
6 0 3 13 3 0
109 401
5:00 PM 0 5 6 8 0 7 12
0 4 11 10 0 1 12 4 0 3 37 5
2 35 6 90 0
4:45 PM 0 10 9 3
11 0 3 5 1 0
112 0
4:30 PM 0 5 7 4 0 3 8
0 5 16 7 0 1 9 1 1 5 47 2
2 37 0 90 0
4:15 PM 0 5 3 10
4:00 PM 0 4 6 7 0 6 5 7 0 1 13 2 0

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

UT LT TH RT
Interval
Start
23rd St 23rd St Webster St Webster St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.3% 0.84
TOTAL 0.8% 0.95
TH RT
WB 0.0% 0.94
NB 0.0% 0.77
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 1.3% 0.70
2 1
0 0
91 05
0 2
3 1
76 56
108
131
N
Webster St
23rd St
23rd St
Webster St
23rd St
Webster St
TEV: 472
PHF: 0.95
36 179
19 234
82 0
25 47
22 94
63 0
12 4015
232
68 1
30 29
17 76
95 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
747
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. 1 0
0 1 0
0 1 0
0 1 0
1 0 1
0 1 2 1 3 2
1 4 2 1 4 2
0 2 0 0
2 0
0 1 0
0 LT TH
0 0 0 2 0 0 1 0
0 0 1
1 0
0 0 1
0 0 0
0 LT TH
0 5 0 1 9 0 24
1 13 0 0 42 0
2 0
0 2
Peak Hour
Count Total 1 13
0 0 0 0 0 4 0 0 8 24
5 23
5:45 PM
0 1 0 1
21 5:30 PM
0 0 0 0 4 0 6
5 18
5:15 PM
0 0 0
0 0 0
0 0 0
0 2 0
18 5:00 PM
1 3 0 7
3 0
4:45 PM
0 2 0 0
0 4:30 PM
4:15 PM 0 0 1 0 0 1 0 3
0 0
0 1 0
4:00 PM 5 0
RT
4 0
Interval
Start
23rd St 23rd St Webster St Webster St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 3 0

LT TH RT RT LT TH RT
2 5 0 10 0
Peak Hour 0 0 0 1
Count Total 0 0 2 1 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 4
0 2 0 3 5
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 3
5:30 PM 0 0 0 1 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 1 0 1 5
5:15 PM 0 0 0 0
0 0 0 0 0 0
1 6
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
0 1 0 1 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
2 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 2 0 0
0 0 0 2 0
4:15 PM 0 0 0 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 2 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
748
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
5 9
4 3
4 2
2 0
29 1 3 5 1 1 2 7 11
13 12
Peak Hour 0 2 3 1 6 0 1
Count Total 0 2 3 2 7 0 1 3 4 8 3 1
8:45 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0
1 2 0 0 1 1
2 8:30 AM 0 0 3 0 3 0 1 0
0 0 0 0 0 0
0 4
8:15 AM 0 1 0 0 1 0 0
0 0 0 0 0 0
1 1 0
8:00 AM 0 1 0 1 2 0
0 0 1 2 3 1
0 0 4
1 7:30 AM 0 0 0 1 1 0 0 1
0 1 1 0 0 8
0 0 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
0 1 0
HV% - - - - - - 0% 3%
3 0
7:15 AM 0 0 0 0 0 0 0
0 0 0 0 2 0
West North South
7:00 AM 0 0 0
0 0 0 12 96 14 0 9 90 0 0 0 66
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 2% 0% - - - 0% 11% 2%
Peak
Hour
All 0 0 0
19 0 16 131 0 0
2 0 0 0 3 0 0 0 0 1 6 0
9 296 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 23 151 0 102 17 459 0
0 5 21 3 0 2 15 0 0 0 8 0 54 275
0 22 0 74 296
8:45 AM 0 0 0 0
3 0 3 29 0 0
61 269
8:30 AM 0 0 0 0 0 0 17
0 1 12 3 0 1 21 0 0 0 21 2
0 16 3 86 249
8:15 AM 0 0 0 0
4 0 3 23 0 0
75 184
8:00 AM 0 0 0 0 0 9 28
0 2 39 4 0 2 17 0 0 0 7 4
0 10 2 47 0
7:45 AM 0 0 0 0
0 0 3 12 0 0
41 0
7:30 AM 0 0 0 0 0 3 17
0 1 11 2 0 1 11 0 0 0 13 2
0 5 4 21 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 2 6 0 0 1 3 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Union St Union St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.3% 0.82
TOTAL 2.0% 0.86
TH RT
WB 1.6% 0.68
NB 3.0% 0.77
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB - -
0 0
0 1
20 01
0 0
1 0
2 7
1 1
N
Union St
Main St
Main St
Union St
Main St Union St
TEV: 296
PHF: 0.86
9 66
0 75
104
0 14
96 12
122
0 0
0 90
9 78
99 0
0 0
0 0
114
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
749
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 1 1
0 0 0
0 1 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 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 0 0 2 1 5
0 3 0 1 8 0
1 0
0 0
Peak Hour
Count Total 0 3
0 0 0 0 0 1 0 0 1 3
2 5
8:45 AM
0 0 0 0
4 8:30 AM
0 0 0 0 0 0 0
0 5
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
5 8:00 AM
0 1 0 3
1 0
7:45 AM
0 1 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 1 0 1
0 0
0 0 0
7:00 AM 0 0
RT
6 0
Interval
Start
Main St Main St Union St Union St
15-min
Total
Rolling
One Hour
0 0 2 0 0 0 3 0 0 0 0 1

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

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
750
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 1
4 2
1 2
0 0
11 3 2 6 2 0 1 5 8
2 6
Peak Hour 0 0 5 1 6 0 1
Count Total 0 0 6 1 7 0 3 6 2 11 3 0
5:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0
0 4 0 0 0 0
0 5:30 PM 0 0 0 0 0 0 2 2
1 0 1 1 0 1
0 1
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:00 PM 0 0 0 0 0 0
0 0 1 2 3 2
0 0 4
0 4:30 PM 0 0 0 1 1 0 0 1
1 0 1 0 0 1
0 2 0
EB WB NB SB Total East
4:45 PM 0 0 2 0 2
0 1 0
HV% - - - - - 0% 17% 3%
0 1
4:15 PM 0 0 1 0 1 0 0
1 0 0 1 0 0
West North South
4:00 PM 0 0 2
0 0 0 13 63 15 1 12 108 0 0 0 76
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% - - - 1% 0% 2%
Peak
Hour
All 0 0 0
33 1 19 188 0 0
0 0 0 2 3 0 0 0 1 0 6 0
7 295 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 33 111 0 139 18 542 0
0 4 10 8 0 4 12 0 0 0 13 1 52 247
0 24 3 61 267
5:45 PM 0 0 0 0
2 0 2 17 0 0
67 284
5:30 PM 0 0 0 0 0 4 9
0 10 16 3 0 0 25 0 0 0 10 3
0 16 4 67 294
5:15 PM 0 0 0 0
5 0 1 26 0 0
72 295
5:00 PM 0 0 0 0 0 2 13
0 4 15 1 0 2 33 0 0 0 15 2
0 21 2 78 0
4:45 PM 0 0 0 0
2 0 1 29 0 0
77 0
4:30 PM 0 0 0 0 0 4 19
0 4 16 8 1 4 25 0 0 0 19 0
0 21 3 68 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 1 13 4 0 5 21 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Union St Union St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.2% 0.86
TOTAL 2.0% 0.95
TH RT
WB 0.0% 0.81
NB 4.1% 0.86
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB - -
0 0
0 0
20 21
0 0
1 0
1 5
0 2
N
Union St
Main St
Main St
Union St
Main St Union St
TEV: 295
PHF: 0.95
7 76
0 83
123
0 15
63 13
91 0
0 0
108
12 90
121
1 0
0 0
0 82
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
751
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 2 0
0 0 0
2 0 0
0 0 0
0 0 0 0 1 0
0 0 0 2 1 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 LT TH
2 1 0 0 2 0 6
2 4 0 0 11 0
0 0
0 0
Peak Hour
Count Total 0 2
0 0 0 0 0 0 0 0 0 5
4 8
5:45 PM
0 2 0 0
5 5:30 PM
0 1 0 0 0 0 1
0 5
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
6 5:00 PM
1 0 0 3
1 0
4:45 PM
0 1 0 0
0 4:30 PM
4:15 PM 0 1 0 0 0 0 0 1
0 0
0 0 0
4:00 PM 1 0
RT
6 0
Interval
Start
Main St Main St Union St Union St
15-min
Total
Rolling
One Hour
0 0 0 0 0 2 3 0 0 0 1 0

LT TH RT RT LT TH RT
0 1 0 7 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 2 4 0 0
0 0 0 0 0 0 1 0 0 0 0 0 1 1
0 0 0 0 2
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 0 0 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 6
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 1 1 0 0 0 0 0
0 1 0 1 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
1 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 1 0 0 0 0 0 0
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
Northbound Southbound

ATTACHMENT B
752
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
3 0
8 0
2 5
3 0
21 0 0 0 4 3 4 4 15
4 7
Peak Hour 0 3 0 0 3 0 0
Count Total 0 3 1 0 4 0 0 0 0 0 7 3
8:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0
0 0 2 0 0 1
0 8:30 AM 0 0 0 0 0 0 0 0
0 0 0 2 1 2
2 0
8:15 AM 0 1 0 0 1 0 0
0 0 0 0 0 0
0 0 0
8:00 AM 0 2 0 0 2 0
0 0 0 0 0 0
2 0 4
0 7:30 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
0 0 2
HV% - - - - - - 0% 0%
0 2
7:15 AM 0 0 0 0 0 0 0
0 0 0 0 1 0
West North South
7:00 AM 0 0 0
0 0 0 9 122 5 0 3 7 0 0 0 11
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 2% 20% - - - 0% - 2%
Peak
Hour
All 0 0 0
9 0 6 17 0 0
2 1 0 0 0 0 0 0 0 0 3 0
0 157 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 17 178 0 14 3 244 0
0 3 22 2 0 0 3 0 0 0 2 3 35 132
0 1 0 24 153
8:45 AM 0 0 0 0
2 0 1 1 0 0
26 157
8:30 AM 0 0 0 0 0 3 16
0 0 19 2 0 1 1 0 0 0 3 0
0 3 0 47 147
8:15 AM 0 0 0 0
2 0 1 1 0 0
56 112
8:00 AM 0 0 0 0 0 3 37
0 2 44 1 0 1 4 0 0 0 4 0
0 1 0 28 0
7:45 AM 0 0 0 0
0 0 0 1 0 0
16 0
7:30 AM 0 0 0 0 0 4 22
0 1 9 0 0 2 4 0 0 0 0 0
0 0 0 12 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 1 9 0 0 0 2 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Pilgrim St Pilgrim St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.69
TOTAL 1.9% 0.70
TH RT
WB 2.2% 0.72
NB 0.0% 0.50
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB - -
0 0
0 0
00 00
0 0
0 0
4 4
3 4
N
Pilgrim St
Main St
Main St
Pilgrim St
Main St Pilgrim St
TEV: 157
PHF: 0.7
0 11
0 11
12 0
5 122
9 136
0 0
3 70
20 10
0 0
0 0
0 125
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
753
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
8:45 AM
0 0 0 0
0 8:30 AM
0 0 0 0 0 0 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
3 0
Interval
Start
Main St Main St Pilgrim St Pilgrim St
15-min
Total
Rolling
One Hour
0 0 2 1 0 0 0 0 0 0 0 0

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

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
754
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 2
6 0
0 1
6 1
17 0 0 2 0 3 1 4 8
3 5
Peak Hour 0 0 0 0 0 0 2
Count Total 0 0 0 0 0 0 5 0 0 5 3 6
5:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0
0 2 2 2 2 0
0 5:30 PM 0 0 0 0 0 0 2 0
0 0 0 0 1 0
0 0
5:15 PM 0 0 0 0 0 0 0
1 0 0 1 0 0
0 0 0
5:00 PM 0 0 0 0 0 0
0 1 0 0 1 0
2 0 4
0 4:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 1 1
0 0 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 0
HV% - - - - - - 0% 0%
0 1
4:15 PM 0 0 0 0 0 0 0
1 0 0 1 0 0
West North South
4:00 PM 0 0 0
0 0 0 18 82 15 0 8 16 0 0 0 20
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% - - - 0% 0% 0%
Peak
Hour
All 0 0 0
24 0 14 23 0 0
0 0 0 0 0 0 0 0 0 0 0 0
5 164 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 31 153 0 28 7 280 0
0 3 16 1 0 2 3 0 0 0 4 0 29 128
0 2 0 24 136
5:45 PM 0 0 0 0
1 0 1 2 0 0
37 149
5:30 PM 0 0 0 0 0 1 17
0 6 24 2 0 1 1 0 0 0 1 2
0 6 1 38 164
5:15 PM 0 0 0 0
6 0 0 2 0 0
37 152
5:00 PM 0 0 0 0 0 5 18
0 2 19 2 0 3 3 0 0 0 4 4
0 4 0 37 0
4:45 PM 0 0 0 0
2 0 1 5 0 0
52 0
4:30 PM 0 0 0 0 0 4 21
0 7 24 5 0 4 6 0 0 0 6 0
0 1 0 26 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 3 14 5 0 2 1 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Pilgrim St Pilgrim St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.78
TOTAL 0.0% 0.79
TH RT
WB 0.0% 0.80
NB 0.0% 0.60
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB - -
0 0
0 0
00 00
0 0
0 2
1 4
3 0
N
Pilgrim St
Main St
Main St
Pilgrim St
Main St Pilgrim St
TEV: 164
PHF: 0.79
5 20
0 25
31 0
15 82
18 115
0 0
0 16
8 38
24 0
0 0
0 0
95 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
755
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 2 0
0 0 0
0 0 0 2 0 0
0 0 0 2 3 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
1 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 2
0 0 0 0 5 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 3
2 4
5:45 PM
0 0 0 0
2 5:30 PM
0 0 0 0 0 0 0
1 2
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
2 5:00 PM
0 0 0 1
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
1 0 0
4:00 PM 1 0
RT
0 0
Interval
Start
Main St Main St Pilgrim St Pilgrim St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 0

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

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
756
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
7 2
1 4
7 4
1 1
27 0 0 0 3 4 2 7 16
6 12
Peak Hour 0 7 20 19 46 0 0
Count Total 0 14 39 36 89 0 0 0 0 0 3 6
8:45 AM 0 1 5 8 14 0 0 0 0 0 0 0 0 1
0 0 0 0 0 1
2 8:30 AM 0 2 4 1 7 0 0 0
0 0 0 0 2 0
1 3
8:15 AM 0 1 4 9 14 0 0
0 0 0 0 3 0
2 1 1
8:00 AM 0 3 7 3 13 0
0 0 0 0 0 0
0 0 1
1 7:30 AM 0 4 7 1 12 0 0 0
0 0 0 0 0 1
0 5 0
EB WB NB SB Total East
7:45 AM 0 1 5 6 12
0 0 0
HV% - - - - - - 6% 2%
3 2
7:15 AM 0 1 3 8 12 0 0
0 0 0 0 0 2
West North South
7:00 AM 0 1 4
2 0 0 35 103 64 0 18 788 0 0 0 662
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
6% 2% 5% - - - 3% 0% 3%
Peak
Hour
All 0 0 0
102 0 37 1,282 0 0
2 3 0 1 19 0 0 0 19 0 46 0
15 1,685 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 50 156 0 1,083 24 2,734 0
0 7 24 11 0 7 135 0 0 0 113 2 299 1,537
0 167 5 356 1,685
8:45 AM 0 0 0 0
15 0 3 142 0 0
431 1,673
8:30 AM 0 0 0 0 0 10 14
0 10 19 14 0 0 223 0 0 0 163 2
0 166 7 451 1,480
8:15 AM 0 0 0 0
18 0 5 211 0 0
447 1,197
8:00 AM 0 0 0 0 0 11 33
0 4 37 17 0 10 212 0 0 0 166 1
0 141 5 344 0
7:45 AM 0 0 0 0
16 0 5 157 0 0
238 0
7:30 AM 0 0 0 0 0 5 15
0 2 9 7 0 4 107 0 0 0 108 1
0 59 1 168 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 1 5 4 0 3 95 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Airport Way Airport Way
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 2.8% 0.98
TOTAL 2.7% 0.93
TH RT
WB 3.5% 0.81
NB 2.5% 0.90
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB - -
0 0
0 0
00 00
0 0
0 0
2 7
4 3
N
Airport Way
Main St
Main St
Airport Way
Main St
Airport Way
TEV: 1,685
PHF: 0.93
15 662
0 677
852
0 64
103
35 202
0 0
0 788
18 697
806
0 0
0 0
0 136
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
757
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
8:45 AM
0 0 0 0
0 8:30 AM
0 0 0 0 0 0 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
46 0
Interval
Start
Main St Main St Airport Way Airport Way
15-min
Total
Rolling
One Hour
0 2 2 3 0 1 19 0 0 0 19 0

LT TH RT RT LT TH RT
0 36 0 89 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 5 2 7 0 1 38 0 0
0 0 0 1 0 0 5 0 0 0 8 0 14 48
0 1 0 7 46
8:45 AM 0 0 0 0
1 0 0 4 0 0
14 51
8:30 AM 0 0 0 0 0 1 0
0 0 1 0 0 0 4 0 0 0 9 0
0 3 0 13 49
8:15 AM 0 0 0 0
1 0 1 6 0 0
12 41
8:00 AM 0 0 0 0 0 1 1
0 0 0 1 0 0 5 0 0 0 6 0
0 1 0 12 0
7:45 AM 0 0 0 0
1 0 0 7 0 0
12 0
7:30 AM 0 0 0 0 0 3 0
0 0 0 1 0 0 3 0 0 0 8 0
0 0 0 5 0
7:15 AM 0 0 0 0
1 0 0 4 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
758
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
3 5
7 14
9 5
7 10
60 0 0 3 6 11 9 9 35
20 18
Peak Hour 0 2 7 11 20 0 3
Count Total 0 5 14 20 39 0 6 1 1 8 9 13
5:45 PM 0 1 2 2 5 0 0 0 0 0 0 2 2 6
0 2 0 0 6 1
1 5:30 PM 0 1 2 1 4 0 2 0
0 0 0 1 2 1
3 0
5:15 PM 0 1 1 3 5 0 0
1 0 0 1 2 4
3 5 3
5:00 PM 0 0 1 3 4 0
0 2 0 0 2 3
2 0 5
1 4:30 PM 0 1 2 0 3 0 0 0
0 0 0 3 0 1
4 6 0
EB WB NB SB Total East
4:45 PM 0 0 3 5 8
0 0 0
HV% - - - - - 0% 0% 1%
2 1
4:15 PM 0 1 1 2 4 0 0
1 1 1 3 0 0
West North South
4:00 PM 0 0 2
0 0 0 41 78 61 2 8 869 0 0 0 749
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 3% - - - 1% 0% 1%
Peak
Hour
All 0 0 0
118 5 21 1,586 0 0
0 2 0 0 7 0 0 0 11 0 20 0
17 1,825 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 83 159 0 1,452 32 3,456 0
0 7 21 11 0 1 153 0 0 0 168 0 361 1,704
0 199 3 413 1,804
5:45 PM 0 0 0 0
20 0 2 164 0 0
478 1,825
5:30 PM 0 0 0 0 0 10 15
0 5 25 11 1 1 227 0 0 0 200 8
0 187 4 452 1,784
5:15 PM 0 0 0 0
23 0 2 202 0 0
461 1,752
5:00 PM 0 0 0 0 0 14 20
0 10 14 12 0 3 230 0 0 0 189 3
0 173 2 434 0
4:45 PM 0 0 0 0
15 1 2 210 0 0
437 0
4:30 PM 0 0 0 0 0 12 19
0 13 26 10 1 6 204 0 0 0 172 5
0 164 7 420 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 12 19 16 2 4 196 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Airport Way Airport Way
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.4% 0.92
TOTAL 1.1% 0.95
TH RT
WB 1.1% 0.79
NB 0.8% 0.94
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB - -
0 0
0 0
00 00
0 0
2 1
9 9
11 6
N
Airport Way
Main St
Main St
Airport Way
Main St
Airport Way
TEV: 1,825
PHF: 0.95
17 749
0 766
930
0 61
78 41
180
0 0
0 869
8 792
879
2 0
0 0
0 103
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
759
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 2 0
0 0 0
0 0 0 1 2 0
0 0 0 1 5 0
0 0 0 0
0 0
0 0 0
0 LT TH
1 0 0 1 0 0 1 0
0 0 0
0 0
0 1 0
0 0 0
0 LT TH
0 0 0 0 0 0 3
0 1 0 0 8 0
0 0
0 0
Peak Hour
Count Total 0 1
0 0 0 0 0 0 0 0 0 3
2 5
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
5 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 0 0 0
0 0
1 1 0
4:00 PM 3 0
RT
20 0
Interval
Start
Main St Main St Airport Way Airport Way
15-min
Total
Rolling
One Hour
0 0 0 2 0 0 7 0 0 0 11 0

LT TH RT RT LT TH RT
0 20 0 39 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 5 0 0 14 0 0
0 0 0 1 0 0 2 0 0 0 2 0 5 18
0 1 0 4 21
5:45 PM 0 0 0 0
1 0 0 2 0 0
5 20
5:30 PM 0 0 0 0 0 0 0
0 0 0 1 0 0 1 0 0 0 3 0
0 3 0 4 19
5:15 PM 0 0 0 0
0 0 0 1 0 0
8 21
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 3 0 0 0 5 0
0 0 0 3 0
4:45 PM 0 0 0 0
1 0 0 2 0 0
4 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 1 0 0 1 0 0 0 2 0
0 4 0 6 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
Northbound Southbound

ATTACHMENT B
760
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
3 0
2 1
16 4
1 4
31 2 0 2 3 0 6 13 22
8 16
Peak Hour 0 4 3 2 9 0 0
Count Total 0 11 4 3 18 0 1 2 1 4 4 3
8:45 AM 0 1 0 0 1 0 0 0 0 0 0 2 0 2
0 0 0 0 0 1
4 8:30 AM 0 2 1 1 4 0 0 0
1 0 1 0 0 0
5 8
8:15 AM 0 0 0 1 1 0 0
0 0 0 0 3 0
0 1 0
8:00 AM 0 1 2 0 3 0
0 0 1 0 1 0
1 0 0
0 7:30 AM 0 4 1 1 6 0 0 0
0 0 0 0 0 0
0 1 0
EB WB NB SB Total East
7:45 AM 0 1 0 0 1
0 0 1
HV% - - - - - - 18% 0%
2 1
7:15 AM 0 1 0 0 1 0 0
1 0 1 2 0 0
West North South
7:00 AM 0 1 0
0 0 0 9 172 12 0 17 17 0 0 0 33
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 2% 0% - - - 3% 9% 3%
Peak
Hour
All 0 0 0
20 0 23 33 0 0
4 0 0 3 0 0 0 0 1 1 9 0
11 271 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 12 260 0 48 19 415 0
0 1 33 5 0 4 7 0 0 0 6 4 60 257
0 6 3 60 271
8:45 AM 0 0 0 0
2 0 6 7 0 0
59 252
8:30 AM 0 0 0 0 0 5 31
0 1 31 2 0 3 4 0 0 0 12 6
0 8 1 78 220
8:15 AM 0 0 0 0
3 0 6 4 0 0
74 158
8:00 AM 0 0 0 0 0 1 55
0 2 55 5 0 2 2 0 0 0 7 1
0 4 2 41 0
7:45 AM 0 0 0 0
1 0 1 0 0 0
27 0
7:30 AM 0 0 0 0 0 2 31
0 0 15 1 0 1 4 0 0 0 5 1
0 0 1 16 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 0 9 1 0 0 5 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Sierra Nevada St Sierra Nevada St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 4.5% 0.61
TOTAL 3.3% 0.87
TH RT
WB 2.1% 0.78
NB 8.8% 0.65
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB - -
0 0
0 0
00 02
0 0
0 0
6 13
0 3
N
Sierra Nevada St
Main St
Main St
Sierra Nevada St
Main St Sierra Nevada St
TEV: 271
PHF: 0.87
11 33
0 44
29 0
12 172
9 193
0 0
0 17
17 42
34 0
0 0
0 0
200
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
761
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 1 0 0
0 0 0 1
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 1
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 2 0 0 0 0 2
0 2 0 1 4 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 1
0 2
8:45 AM
0 0 0 0
2 8:30 AM
0 1 0 0 0 0 1
0 1
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
3 8:00 AM
0 1 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 0 0
7:00 AM 2 0
RT
9 0
Interval
Start
Main St Main St Sierra Nevada St Sierra Nevada St
15-min
Total
Rolling
One Hour
0 0 4 0 0 3 0 0 0 0 1 1

LT TH RT RT LT TH RT
0 2 1 18 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 1 10 0 0 4 0 0 0
0 0 1 0 0 0 0 0 0 0 0 0 1 9
0 1 0 4 9
8:45 AM 0 0 0 0
0 0 1 0 0 0
1 11
8:30 AM 0 0 0 0 0 0 2
0 0 0 0 0 0 0 0 0 0 0 1
0 0 0 3 11
8:15 AM 0 0 0 0
0 0 2 0 0 0
1 9
8:00 AM 0 0 0 0 0 0 1
0 0 1 0 0 0 0 0 0 0 0 0
0 1 0 6 0
7:45 AM 0 0 0 0
0 0 1 0 0 0
1 0
7:30 AM 0 0 0 0 0 1 3
0 0 1 0 0 0 0 0 0 0 0 0
0 0 0 1 0
7:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 0 0 0 0 1

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
762
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
5 5
1 9
2 7
11 2
42 1 3 6 1 9 3 6 19
5 19
Peak Hour 0 3 0 0 3 0 2
Count Total 0 5 0 0 5 0 3 5 3 11 5 13
5:45 PM 0 0 0 0 0 0 1 1 0 2 1 0 0 1
0 3 1 3 1 6
4 5:30 PM 0 1 0 0 1 0 0 3
1 1 2 0 3 0
0 0
5:15 PM 0 1 0 0 1 0 0
0 0 1 1 0 2
4 3 2
5:00 PM 0 0 0 0 0 0
0 2 0 0 2 0
0 0 0
5 4:30 PM 0 1 0 0 1 0 0 0
0 0 0 0 0 0
0 0 0
EB WB NB SB Total East
4:45 PM 0 1 0 0 1
1 1 1
HV% - - - - - - 0% 0%
1 1
4:15 PM 0 1 0 0 1 0 0
0 0 0 0 2 1
West North South
4:00 PM 0 0 0
0 0 0 30 139 40 0 9 37 0 0 0 49
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 2% 0% - - - 0% 0% 1%
Peak
Hour
All 0 0 0
68 1 20 78 0 2
3 0 0 0 0 0 0 0 0 0 3 0
32 336 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 49 267 0 91 65 641 0
0 8 31 8 0 1 11 0 2 0 7 5 73 314
0 12 4 72 326
5:45 PM 0 0 0 0
4 0 2 8 0 0
80 336
5:30 PM 0 0 0 0 0 6 36
0 10 29 12 0 1 7 0 0 0 12 9
0 8 12 89 333
5:15 PM 0 0 0 0
8 0 5 13 0 0
85 327
5:00 PM 0 0 0 0 0 5 38
0 10 34 12 0 1 9 0 0 0 14 5
0 15 6 82 0
4:45 PM 0 0 0 0
8 0 2 8 0 0
77 0
4:30 PM 0 0 0 0 0 5 38
0 4 34 7 1 3 9 0 0 0 8 11
0 15 13 83 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 1 27 9 0 5 13 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Sierra Nevada St Sierra Nevada St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.96
TOTAL 0.9% 0.94
TH RT
WB 1.4% 0.93
NB 0.0% 0.64
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB - -
0 0
0 1
20 01
0 0
2 0
3 6
9 1
N
Sierra Nevada St
Main St
Main St
Sierra Nevada St
Main St Sierra Nevada St
TEV: 336
PHF: 0.94
32 49
0 81
77 0
40 139
30 209
0 0
0 37
9 79
46 0
0 0
0 0
180
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
763
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. 1 0
0 0 0
0 0 1
0 0 0
0 1 0
0 0 0 0 2 0
0 0 0 0 3 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 0 0 2 1 6
2 3 0 1 11 0
0 0
0 0
Peak Hour
Count Total 0 2
0 0 0 0 0 1 0 0 2 8
3 8
5:45 PM
2 1 0 0
6 5:30 PM
0 1 0 0 1 0 2
1 4
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
3 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 0 0 0
0 0
0 2 0
4:00 PM 0 0
RT
3 0
Interval
Start
Main St Main St Sierra Nevada St Sierra Nevada St
15-min
Total
Rolling
One Hour
0 0 3 0 0 0 0 0 0 0 0 0

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

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
764
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 2
1 16
2 5
4 2
34 0 0 1 5 1 0 7 13
0 24
Peak Hour 0 10 27 29 66 0 1
Count Total 0 27 57 63 147 0 1 0 2 3 7 3
8:45 AM 0 1 5 11 17 0 0 0 0 0 0 1 0 1
0 1 3 0 0 1
3 8:30 AM 0 5 9 6 20 0 1 0
0 0 0 2 0 0
0 2
8:15 AM 0 2 5 7 14 0 0
0 0 0 0 0 0
1 0 14
8:00 AM 0 2 8 5 15 0
0 0 0 0 0 1
0 0 1
1 7:30 AM 0 6 3 12 21 0 0 0
0 0 0 1 0 0
10 21 0
EB WB NB SB Total East
7:45 AM 0 5 9 5 19
2 2 0
HV% - - - - - - 0% 4%
0 1
7:15 AM 0 3 10 7 20 0 0
0 0 0 0 0 1
West North South
7:00 AM 0 3 8
4 0 0 115 122 209 0 32 730 0 0 0 648
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
3% 3% 1% - - - 4% 0% 4%
Peak
Hour
All 0 0 0
343 0 51 1,205 0 0
4 2 0 0 27 0 0 0 29 0 66 0
20 1,876 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 191 216 0 1,162 33 3,201 0
0 19 24 44 0 12 202 0 0 0 162 5 468 1,876
0 183 4 480 1,853
8:45 AM 0 0 0 0
65 0 8 162 0 0
444 1,740
8:30 AM 0 0 0 0 0 35 23
0 30 33 53 0 3 163 0 0 0 159 3
0 144 8 484 1,548
8:15 AM 0 0 0 0
47 0 9 203 0 0
445 1,325
8:00 AM 0 0 0 0 0 31 42
0 22 50 56 0 9 151 0 0 0 152 5
0 147 6 367 0
7:45 AM 0 0 0 0
43 0 3 116 0 0
252 0
7:30 AM 0 0 0 0 0 25 27
0 13 10 25 0 4 96 0 0 0 102 2
0 113 0 261 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 16 7 10 0 3 112 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Wilson Way Wilson Way
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 4.3% 0.89
TOTAL 3.5% 0.97
TH RT
WB 2.2% 0.91
NB 3.5% 0.89
Peak Hour: 8:00 AM 9:00 AM
HV %: PHF
EB - -
0 0
0 0
00 00
0 1
0 0
0 7
1 5
N
Wilson Way
Main St
Main St
Wilson Way
Main St
Wilson Way
TEV: 1,876
PHF: 0.97
20 648
0 668
939
0 209
122
115
446
0 0
0 730
32 763
762
0 0
0 0
0 174
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
765
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. 2 0
0 0 0
0 0 0
0 0 1
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 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 1
0 0 0 0 3 0
0 0
0 0
Peak Hour
Count Total 0 2
0 0 0 0 0 0 0 0 0 1
1 1
8:45 AM
0 0 0 0
2 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
2 8:00 AM
0 0 0 0
2 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
66 0
Interval
Start
Main St Main St Wilson Way Wilson Way
15-min
Total
Rolling
One Hour
0 4 4 2 0 0 27 0 0 0 29 0

LT TH RT RT LT TH RT
0 62 1 147 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 14 9 4 0 1 56 0 0
0 0 1 0 0 0 5 0 0 0 11 0 17 66
0 6 0 20 68
8:45 AM 0 0 0 0
1 0 0 9 0 0
14 69
8:30 AM 0 0 0 0 0 4 0
0 0 2 0 0 0 5 0 0 0 7 0
0 5 0 15 75
8:15 AM 0 0 0 0
1 0 0 8 0 0
19 81
8:00 AM 0 0 0 0 0 0 1
0 3 1 1 0 0 9 0 0 0 5 0
0 11 1 21 0
7:45 AM 0 0 0 0
0 0 0 3 0 0
20 0
7:30 AM 0 0 0 0 0 3 3
0 1 1 1 0 0 10 0 0 0 7 0
0 10 0 21 0
7:15 AM 0 0 0 0
0 0 1 7 0 0
TH RT
7:00 AM 0 0 0 0 0 3 0

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
766
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
10 8
4 4
2 8
6 3
45 0 0 0 9 8 1 0 18
2 9
Peak Hour 0 3 28 13 44 0 0
Count Total 0 6 41 22 69 0 0 1 0 1 18 16
5:45 PM 0 1 4 1 6 0 0 0 0 0 1 0 0 2
0 0 2 2 0 2
0 5:30 PM 0 1 3 2 6 0 0 0
1 0 1 3 4 1
0 0
5:15 PM 0 1 4 4 9 0 0
0 0 0 0 1 1
2 1 0
5:00 PM 0 0 1 2 3 0
0 0 0 0 0 1
2 0 0
0 4:30 PM 0 2 9 4 15 0 0 0
0 0 0 5 3 0
2 4 0
EB WB NB SB Total East
4:45 PM 0 0 7 4 11
0 0 2
HV% - - - - - - 0% 3%
0 5
4:15 PM 0 1 11 3 15 0 0
0 0 0 0 3 2
West North South
4:00 PM 0 0 2
1 0 0 107 111 183 0 27 936 0 0 0 933
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
1% 2% 0% - - - 1% 0% 2%
Peak
Hour
All 0 0 0
358 0 55 1,798 0 0
2 0 0 0 28 0 0 0 13 0 44 0
29 2,326 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 229 208 0 1,787 61 4,496 0
0 29 21 40 0 11 205 0 0 0 187 6 499 2,179
0 234 13 556 2,273
5:45 PM 0 0 0 0
41 0 5 216 0 0
572 2,300
5:30 PM 0 0 0 0 0 26 21
0 29 30 53 0 7 231 0 0 0 215 7
0 213 3 552 2,326
5:15 PM 0 0 0 0
44 0 5 228 0 0
593 2,317
5:00 PM 0 0 0 0 0 29 30
0 18 27 46 0 11 248 0 0 0 238 5
0 239 7 583 0
4:45 PM 0 0 0 0
49 0 7 219 0 0
598 0
4:30 PM 0 0 0 0 0 32 30
0 28 24 44 0 4 241 0 0 0 243 14
0 218 6 543 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 38 25 41 0 5 210 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Wilson Way Wilson Way
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.4% 0.94
TOTAL 1.9% 0.97
TH RT
WB 0.7% 0.90
NB 2.9% 0.93
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB - -
0 0
0 0
00 00
0 0
0 0
1 0
8 9
N
Wilson Way
Main St
Main St
Wilson Way
Main St
Wilson Way
TEV: 2,326
PHF: 0.97
29 933
0 962
1,119
0 183
111
107
401
0 0
0 936
27 1,040
963
0 0
0 0
0 167
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
767
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 1 0 0 1 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 1
0 1
5:45 PM
0 0 0 0
1 5:30 PM
0 1 0 0 0 0 1
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 0 0
RT
44 0
Interval
Start
Main St Main St Wilson Way Wilson Way
15-min
Total
Rolling
One Hour
0 1 2 0 0 0 28 0 0 0 13 0

LT TH RT RT LT TH RT
0 22 0 69 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 1 5 0 0 0 41 0 0
0 0 1 0 0 0 4 0 0 0 1 0 6 24
0 2 0 6 29
5:45 PM 0 0 0 0
0 0 0 3 0 0
9 38
5:30 PM 0 0 0 0 0 0 1
0 0 1 0 0 0 4 0 0 0 4 0
0 2 0 3 44
5:15 PM 0 0 0 0
0 0 0 1 0 0
11 45
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 7 0 0 0 4 0
0 4 0 15 0
4:45 PM 0 0 0 0
0 0 0 9 0 0
15 0
4:30 PM 0 0 0 0 0 1 1
0 0 1 0 0 0 11 0 0 0 3 0
0 2 0 4 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
Northbound Southbound

ATTACHMENT B
768
www.idaxdata.com
TOTAL 4.2% 0.92
SB 11.8% 0.94
NEB 5.5% 0.75
WB 2.7% 0.85
NB 0.0% 0.25
HV %: PHF
EB - -
Peak Hour
Peak Hour: 7:45 AM to 8:45 AM
Date: 09/28/2023
Count Period: 7:00 AM to 9:00 AM
N
TEV: 769
PHF: 0.92
Market St
Main St
0 482
0 0
0 0
0 1
34 8
34 0
0 00
5 440
276
440
0 0
0 0
0 0
Main St
2 2
0 0
1 0
01 0
Main St
Locust St
0 Market St
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
769
www.idaxdata.com
Two-Hour Count Summaries
0 0
0 511
658
739
769
696
0 0
0 0
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. 0 0 0 1 5 0 3
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) 53 0 0 1 7 0
2 0 0 0 0 0 0 1 0 0
0 1 2 0 2
11 0 0 0 0 0 0 1 0 0
6 0 0 0 0
0 0 1 0 0
7 0 0 0 0 0 0 1 0 1
7 0 0 0 0 0 0
0 1
6 0 0 0 0 0 0 1 0 0
Total EB WB NB SB NEB
0 0
South
0 - 13% 38% 4% 0%
0 13 11 413 4
0 8 8 275 2
0 1 3 12 0
0 0 2 44 1
1 1 57 0
0 4 3 64 0
0 2 2 59 2
0 1 2 95 0

UT HL BL BR HR
0 1 0 23 0
0 2 1 19 1
0 2 0 52 0
0 0 0 0 57
0 0 0 0 34
0 0 0 0 4
- - - - 12%
7 0 0 0 0 9
0 0
0 0 0 0 8
0 0 0 0 7
1 0 0 2
0 1 0 0 1
- 0%
Market St
Southbound

UT LT TH BR RT
0 0 0 0 7
0 0 0 0 2
0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 1 0 0 1
0 0 0 0 0
RT
0 0 0 0 0
0 0 0 0 1
0 0 0 0 0
0 0 0 0 0
0 0 0 706 0
0 0 0 440 0
0 0 31 0
0 0 0 58 0
0 0 0 108 0
0 0 0 128 0
0 0 0 129 0
0 0 0 92 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0
Interval Start

UT LT TH RT HR
0 0 0 0
Main St
Eastbound
Main St
Westbound

UT LT BL TH RT
0 Locust St
Northbound

UT HL LT TH
7:45 AM
7:30 AM
84 62
7:15 AM
0 0 0 0 0 0
0 0
165
209
8:15 AM
8:00 AM
196
0 0 9
0 0 0 0 8
0 0 0 0
0 7:00 AM
123
199
8:45 AM
8:30 AM 0 0 0 91 0
0 0 0 69 0
HV
1,207
Peak
Hour
All
Count Total 0 0 0 0 0
0 0 0 0 0
0 0 0 0
4%
0 0 0 12 0
- - - 3% - -
0 Interval
32 HV%
0 - - - - -
0 0 0 0 0
- 0%
7:00 AM 0 0 0 3 3
Start EB WB NB SB NEB Total East West North
7:15 AM 0 4 0 0 2
0 7:30 AM 0 6 0 0 1
0 0 0 0
6 0 0 0 0 0 0 0
7:45 AM 0 3 0 2 3
0 0
8:00 AM 0 2 0 0 5
0 8:15 AM 0 4 0 0 2
0 0
8 0 0 0 0
8:30 AM 0 3 0 2 6
0 0
8:45 AM 0 1 0 0 1
0 0
0 0
Count Total 0 23 0 7 23 0 0 0
Peak Hr 0 12 0 4 16 32 0 0 0
0 0 12
9 4
1 0
1 2
5 1
1 769
169
Hour
15-min
Total
Rolling
One
Southwest Total
1 0
Market St
Northeastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
770
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
0 0
0 27
28 28
32 26
0 0
Two-Hour Count Summaries - Bikes
0 0
0 0
0 0
0 0
0 0
0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 12 0 0 0 0 0 0 1 3 12

LT TH RT HR UT LT BL TH HL LT TH LT TH BR HL BL BR
0 0 0 0 0 23 0 0 0 0 0 0 1 3 19
0 0 0 0 0 3 0 0 0 0 0 0 0 0 6
0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
0 2 0 0 0 0 0 0 1 1 3
0 0 0 0
0 1 1
0 0 0 0 0 4 0 0 0 0 0 0 0 0 2
0 0 0 0 0 6 0 0 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 3

UT RT UT RT RT
0 0 0 0
UT
0 Interval Start
UT HR
15-min
Total
7 Main St Main St Locust St Market St Market St

HL BL BR
0 0 0
Rolling
Eastbound Westbound Northbound Southbound Northeastbound One LT TH RT LT BL TH HL LT TH LT TH BR Hour
7:00 AM 0 0 0
UT HR
0 0
6 7:15 AM 0
3 0 0
6 7:30 AM 0 0
0 0 0 0 0 0 0
0 0 0 0 0
0 0
7:45 AM 0 0 0
0 0
0 0
8 8:00 AM 0
2 0 0
7 0 0 0 0 0 3 0 0 0 0 0 0 0 1 2
0 0
0 0
0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 4 0 0 0 0 0
0 0
6 8:30 AM 0 0 0
0 0
0 0
11 8:45 AM 0
2 0 0
0 0 0 0 0 0 0 2
8:15 AM
Count Total 0 0 0 0 0 0 0
0 0
53 Peak Hour 0
7 0 0
32 Interval Start
Main St Main St Locust St Market St Market St
0 0 0 0 4 0 0
RT UT
15-min
Total
Rolling
Eastbound Westbound Northbound Southbound Northeastbound One UT
7:00 AM 0
RT UT RT UT HR Hour
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0
0 0 0
0 0 0 0
7:30 AM 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
8:00 AM 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 8:15 AM 0 0 0
0 0 0
0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
8:45 AM 0 0 0
0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0
Count Total 0 0 0 0
Peak Hour 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
771
www.idaxdata.com
TOTAL 1.5% 0.94
SB 3.7% 0.68
NEB 1.7% 0.91
WB 1.1% 0.96
NB 0.0% 0.50
HV %: PHF
EB - -
Peak Hour
Peak Hour: 4:15 PM to 5:15 PM
Date: 09/28/2023
Count Period: 4:00 PM to 6:00 PM
N
TEV: 871
PHF: 0.94
Market St
Main St
0 399
0 0
0 0
0 4
27 8
27 0
0 00
1 364
461
363
0 0
0 1
0 0
Main St
3 4
4 0
0 0
04 2
Main St
Locust St
0 Market St
1 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
772
www.idaxdata.com
Two-Hour Count Summaries
0 0
0 834
871
847
830
823
0 0
0 0
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. 0 3 0 4 1 4 4
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) 22 0 1 5 6 7
4 0 1 0 0 1 0 2 0 0
0 0 0 1 1
1 0 0 0 0 0 0 2 0 0
2 0 0 0 0
0 1 1 0 0
6 0 0 0 0 0 1 0 1 1
3 0 0 0 1 0 0
2 2
2 0 1 0 0 0 2 0 3 3
Total EB WB NB SB NEB
0 0
South
1 - 0% 14% 2% 0%
0 14 9 845 5
0 9 7 457 3
0 0 1 7 0
0 1 1 94 0
2 1 103 0
0 0 3 126 2
0 0 0 95 0
0 1 0 105 2

UT HL BL BR HR
0 3 1 94 0
0 6 0 116 0
0 1 3 112 1
0 0 0 0 52
0 0 0 0 27
0 0 0 0 1
- - - - 4%
10 0 0 0 0 4
0 0
0 0 0 0 5
0 0 0 0 7
0 0 0 5
0 0 0 0 4
- 0%
Market St
Southbound

UT LT TH BR RT
0 0 0 0 9
0 0 0 0 8
0 0 0 0
0 0 0 0 1
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
RT
0 0 0 0 1
0 0 0 0 1
0 0 0 0 0
0 0 0 0 2
0 0 0 726 1
0 0 0 363 1
0 0 86 0
0 0 0 95 0
0 0 0 90 0
0 0 0 85 0
0 0 0 93 1
0 0 0 103 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0
Interval Start

UT LT TH RT HR
0 0 0 0
Main St
Eastbound
Main St
Westbound

UT LT BL TH RT
0 Locust St
Northbound

UT HL LT TH
4:45 PM
4:30 PM
226
194
4:15 PM
0 0 0 0 0 0
0 0
202
231
5:15 PM
5:00 PM
197
0 0 5
0 0 0 0 4
0 0 0 0
0 4:00 PM
190
200
5:45 PM
5:30 PM 0 0 0 87 0
0 0 0 87 0
HV
1,657
Peak
Hour
All
Count Total 0 0 0 0 0
0 0 0 0 0
0 0 0 0
1%
0 0 0 3 1
- - - 1% 100% -
0 Interval
13 HV%
0 - - - - -
0 0 0 0 0
- -
4:00 PM 0 0 0 0 2
Start EB WB NB SB NEB Total East West North
4:15 PM 0 2 0 0 0
0 4:30 PM 0 1 0 1 1
1 0 0 0
2 0 0 0 0 0 1 1
4:45 PM 0 0 0 0 2
1 0
5:00 PM 0 1 0 0 5
1 5:15 PM 0 1 0 0 1
0 0
2 0 1 0 0
5:30 PM 0 1 0 0 0
1 1
5:45 PM 0 1 0 0 3
0 0
0 1
Count Total 0 7 0 1 14 3 0 0
Peak Hr 0 4 0 1 8 13 0 2 0
2 5 26
13 7
8 0
2 3
2 2
3 871
217
Hour
15-min
Total
Rolling
One
Southwest Total
6 0
Market St
Northeastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
773
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
0 0
0 9
13 13
11 13
0 0
Two-Hour Count Summaries - Bikes
0 0
0 3
3 3
2 2
0 0
0 0 0 0 0
0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 2
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
0 0 1 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 0 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 1 7

LT TH RT HR UT LT BL TH HL LT TH LT TH BR HL BL BR
0 0 0 0 0 6 0 0 0 0 0 0 0 2 12
0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 3
0 0 0 0 0 0 0 0 0 1 4
0 0 0 0
0 0 1
0 0 0 0 0 2 0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 1 1

UT RT UT RT RT
0 0 0 0
UT
0 Interval Start
UT HR
15-min
Total
3 Main St Main St Locust St Market St Market St

HL BL BR
0 0 0
Rolling
Eastbound Westbound Northbound Southbound Northeastbound One LT TH RT LT BL TH HL LT TH LT TH BR Hour
4:00 PM 0 0 0
UT HR
0 0
2 4:15 PM 0
0 0 0
2 4:30 PM 0 0
0 0 0 0 0 0 0
0 0 0 0 1
0 0
4:45 PM 0 0 0
0 0
0 0
2 5:00 PM 0
0 0 0
6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
0 0
0 0
1 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 1 0 0 0 0 0
0 0
2 5:30 PM 0 0 0
0 0
0 0
1 5:45 PM 0
0 0 0
0 0 0 0 0 0 0 4
5:15 PM
Count Total 0 0 0 1 0 0 0
0 0
22 Peak Hour 0
1 0 0
13 Interval Start
Main St Main St Locust St Market St Market St
1 0 0 0 1 0 0
RT UT
15-min
Total
Rolling
Eastbound Westbound Northbound Southbound Northeastbound One UT
4:00 PM 0
RT UT RT UT HR Hour
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0
0 0 0
0 0 0 1
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
0 0 0 0
0 4:45 PM 0 0 0
0 0 1 0 0
5:00 PM 0
0 0 0 0 0 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 5:15 PM 0 0 0
0 0 0
1 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
5:45 PM 0 0 0
0 0 0 0 0
0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
0 0 0 0 0 0 3
Count Total 0 0 0 5
Peak Hour 1
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
774
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
0 1
2 4
0 6
1 3
17 0 0 0 1 4 4 2 11
5 2
Peak Hour 10 9 2 0 21 0 0
Count Total 16 19 6 0 41 0 0 0 1 1 2 8
8:45 AM 1 1 0 0 2 0 0 0 1 1 1 2 0 0
0 0 0 0 1 0
2 8:30 AM 5 2 2 0 9 0 0 0
0 0 0 0 2 2
0 0
8:15 AM 1 3 0 0 4 0 0
0 0 0 0 0 0
2 1 0
8:00 AM 2 2 0 0 4 0
0 0 0 0 0 1
2 0 0
0 7:30 AM 0 6 1 0 7 0 0 0
0 0 0 0 0 1
0 5 0
EB WB NB SB Total East
7:45 AM 2 2 0 0 4
0 0 0
HV% - 0% 4% 0% - - 4% -
0 0
7:15 AM 2 3 1 0 6 0 0
0 0 0 0 0 0
West North South
7:00 AM 3 0 2
0 18 0 16 406 2 0 23 0 30 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 2% 0% 3% - - - 0% 3%
Peak
Hour
All 0 3 239
3 0 35 0 51 0
9 0 0 1 0 1 0 0 0 0 21 0
9 746 0
HV 0 0 10 0 0
Count Total 0 6 360 31 0 27 651 0 1 15 1,180 0
0 5 66 1 0 2 0 4 0 0 0 3 121 673
0 0 2 188 746
8:45 AM 0 1 38 1
0 0 4 0 4 0
164 724
8:30 AM 0 3 82 5 0 2 86
0 4 89 2 0 3 0 4 0 0 0 2
0 0 3 200 646
8:15 AM 0 0 53 7
0 0 8 0 6 0
194 507
8:00 AM 0 0 54 2 0 6 121
0 4 110 0 0 8 0 16 0 0 0 2
0 1 1 166 0
7:45 AM 0 0 50 4
0 0 5 0 7 0
86 0
7:30 AM 0 1 42 8 0 2 99
0 3 53 0 0 3 0 5 0 0 0 0
0 0 2 61 0
7:15 AM 0 0 21 1
7:00 AM 0 1 20 3 0 1 27 0 0 2 0 5 0

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

UT LT TH RT
Interval
Start
Main St Main St B St B St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.75
TOTAL 2.8% 0.93
TH RT
WB 2.1% 0.83
NB 3.8% 0.55
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 3.8% 0.72
0 0
0 0
00 00
0 0
0 0
4 2
4 1
N
B St
Main St
Main St
B St
Main St B St
TEV: 746
PHF: 0.93
9 0
0 9
5 0
2 406
16 424
269
0 30
0 23
34 53
0 18
239
3 260
438
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
775
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 0 0 1 0
0 0
0 1
Peak Hour
Count Total 0 1
0 0 0 0 0 0 0 0 1 1
0 0
8:45 AM
0 0 0 0
0 8:30 AM
0 0 0 0 0 0 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
21 0
Interval
Start
Main St Main St B St B St
15-min
Total
Rolling
One Hour
0 0 9 0 0 1 0 1 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 41 0
Peak Hour 0 0 10 0
Count Total 0 0 16 0 0 0 19 0 0 1 0 5 0
0 0 1 0 0 0 0 0 0 0 0 0 2 19
0 0 0 9 21
8:45 AM 0 0 1 0
0 0 1 0 1 0
4 19
8:30 AM 0 0 5 0 0 0 2
0 0 3 0 0 0 0 0 0 0 0 0
0 0 0 4 21
8:15 AM 0 0 1 0
0 0 0 0 0 0
4 22
8:00 AM 0 0 2 0 0 0 2
0 0 2 0 0 0 0 0 0 0 0 0
0 0 0 7 0
7:45 AM 0 0 2 0
0 0 0 0 1 0
6 0
7:30 AM 0 0 0 0 0 0 6
0 0 3 0 0 0 0 1 0 0 0 0
0 0 0 5 0
7:15 AM 0 0 2 0
0 0 0 0 2 0
TH RT
7:00 AM 0 0 3 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
776
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
4 2
2 0
1 1
2 2
14 1 1 3 0 3 1 1 5
3 5
Peak Hour 6 2 0 1 9 1 0
Count Total 9 6 0 1 16 1 1 2 2 6 2 4
5:45 PM 1 2 0 0 3 0 0 0 0 0 1 0 0 1
1 2 0 1 0 1
0 5:30 PM 0 1 0 0 1 0 0 1
0 0 0 0 0 1
0 0
5:15 PM 1 1 0 0 2 0 0
0 0 0 1 0 1
0 0 0
5:00 PM 3 0 0 0 3 1
0 0 1 1 2 0
2 0 0
1 4:30 PM 1 1 0 0 2 0 0 0
0 0 0 0 0 1
0 1 0
EB WB NB SB Total East
4:45 PM 2 0 0 0 2
0 0 0
HV% - 0% 2% 0% - - 0% 0%
1 2
4:15 PM 0 1 0 1 2 0 0
1 0 0 1 1 0
West North South
4:00 PM 1 0 0
0 32 0 15 311 1 0 28 2 38 0 1 2
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 0% 0% - 0% 0% 7% 1%
Peak
Hour
All 0 5 392
3 0 48 2 89 0
2 0 0 0 0 0 0 0 0 1 9 0
14 841 0
HV 0 0 6 0 0
Count Total 0 13 738 53 1 37 630 2 4 29 1,649 0
0 9 73 0 0 6 0 9 0 0 2 4 192 812
0 0 2 199 819
5:45 PM 0 3 80 6
1 0 4 0 5 0
217 835
5:30 PM 0 0 95 4 1 6 81
0 3 92 1 0 6 0 14 0 0 0 6
0 0 5 204 841
5:15 PM 0 1 90 4
0 0 7 1 11 0
199 837
5:00 PM 0 2 103 6 0 3 66
0 4 79 0 0 5 0 5 0 0 1 0
0 0 1 215 0
4:45 PM 0 2 95 8
0 0 7 0 10 0
223 0
4:30 PM 0 0 97 8 0 5 87
0 3 79 1 0 9 1 12 0 1 1 8
1 0 3 200 0
4:15 PM 0 1 97 10
4:00 PM 0 4 81 7 0 4 73 0 0 4 0 23 0

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

UT LT TH RT
Interval
Start
Main St Main St B St B St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 5.9% 0.43
TOTAL 1.1% 0.94
TH RT
WB 0.6% 0.89
NB 0.0% 0.77
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB 1.4% 0.97
0 0
1 1
00 00
1 0
0 0
1 1
3 0
N
B St
Main St
Main St
B St
Main St B St
TEV: 841
PHF: 0.94
14 2
1 17
8 0
1 311
15 327
431
0 38
2 28
49 68
0 32
392
5 429
353
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
777
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 1
0 0 0
0 0 0
0 0 0
1 0 0 0 0 0
1 0 0 0 1 0
0 0 0 0
0 0
0 0 0
0 LT TH
1 0 0 0 0 0 0 0
0 1 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 1 0 0 1 3
0 1 1 2 6 0
0 1
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 3
2 5
5:45 PM
0 1 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
3 5:00 PM
0 0 1 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
4:00 PM 1 0
RT
9 0
Interval
Start
Main St Main St B St B St
15-min
Total
Rolling
One Hour
0 0 2 0 0 0 0 0 0 0 0 1

LT TH RT RT LT TH RT
0 0 1 16 0
Peak Hour 0 0 6 0
Count Total 0 0 9 0 0 1 5 0 0 0 0 0 0
0 1 1 0 0 0 0 0 0 0 0 0 3 9
0 0 0 1 8
5:45 PM 0 0 1 0
0 0 0 0 0 0
2 9
5:30 PM 0 0 0 0 0 0 1
0 0 1 0 0 0 0 0 0 0 0 0
0 0 0 3 9
5:15 PM 0 0 1 0
0 0 0 0 0 0
2 7
5:00 PM 0 0 3 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 2 0
4:45 PM 0 0 2 0
0 0 0 0 0 0
2 0
4:30 PM 0 0 1 0 0 0 1
0 0 1 0 0 0 0 0 0 0 0 1
0 0 0 1 0
4:15 PM 0 0 0 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
Northbound Southbound

ATTACHMENT B
778
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NWB - -
SEB 0.0% 0.67
Peak Hour: 7:45 AM to 8:45 AM
Peak Hour
HV %: PHF
EB 4.1% 0.81
WB 3.5% 0.87
TOTAL 3.4% 0.91
Date: 09/28/2023
Count Period: 7:00 AM to 9:00 AM
NB 2.3% 0.79
SB 0.0% 0.53
N
0 Main St
269
429
224
5 0
0 36
4 0
0 E Lafayette St
49 48
3 42
4 0
0 0
0 397
243
370
0 9
0 18
0 0
0 E Lafayette St
0 Main St
TEV: 767
PHF: 0.91
E Lafayette St
Main St 2644 10
0 4
0 13
17 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
779
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Two-Hour Count Summaries
0 0
0 519
673
749
767
679
0 0
0 0
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Two-Hour Count Summaries - Heavy Vehicles
0 0
0 23
22 22
26 22
0 0
Two-Hour Count Summaries - Bikes
0 0
0 0
0 0
0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
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
8:15 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 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
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
HR Hour
15-min
Total
Rolling
One
C St
7:00 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 26 Interval Start
Main St Main St E Lafayette St E Lafayette St Driveway
Eastbound Westbound Northbound Southbound Northwestbound Southeastbound

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

BL TH RT HR UT HL BL TH BR HR UT HL BL TH BR
0 0 0 0 0 0 0 0 0 0 45
Peak Hour 0 0 0 11 0 0 0 0 1 13 0 0 0 0 0 0 1 0 0 0
Count Total 0 0 0 21 0 0 0 0 1 22 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
0 0 0 0 0 0 0 0 10
8:45 AM 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
0 0 6
8:30 AM 0 0 0 6 0 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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
8:15 AM 0 0 0 1 0 0 0 0 0 4 0 0 0 0 0 0 1
0 0 0 0 0 0 0 6
8:00 AM 0 0 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0
0 6
7:45 AM 0 0 0 2 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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
7:30 AM 0 0 0 1 0 0 0 0 0 5 0 0 0 0 0 0 0 0
0 0 0 0 0 0 5
7:15 AM 0 0 0 3 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hour
7:00 AM 0 0 0 5 0 0 0 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

UT LT BL TH RT HR
15-min
Total
Rolling
Eastbound Westbound Northbound Southbound Northwestbound Southeastbound One

UT UT HL BL TH BR HR UT HL BL TH BR HR
0 0
RT
Interval Start
Main St Main St E Lafayette St E Lafayette St

UT HL LT TH UT HL LT TH BR LT BL TH RT HR
0 45 0 0 0 0 0 0 0 1 0 0
BR RT
C St
Peak Hr 11 14 1 0 0 0 26 0 0 0 0
Driveway
0 0 0 0
Count Total 21 23 1 0 0 0 2 0 3
8:45 AM 1 1 0 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 0 0 1
0 0 0 0 0 0
8:30 AM 6 4 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0
0 4 0 0 0 0 0 0 0 0 0 0
0 0 0 0
8:15 AM 1 4 1 0 0 0 6 0 0 0 0 0 0 0 0
0 1 0 1
7:45 AM 2 4 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 1 0 1
8:00 AM 2 2 0 0 0
0 0 0 0 0 0
7:30 AM 1 5 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0
0 5 0 0 0 0 0 0 0 0 0 0
0 0 0 0
7:15 AM 3 3 0 0 0 0 6 0 0 0 0 0 0 0 0
0 0 0 0
Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Start EB SEB Total EB WB NB SB NWB SEB Total East West North South NW SE Total 7:00 AM 5 0 0 0 0
- - - - - - - - 0% 3%

WB NB SB NWB
HV% - 0% 0% 5% - 0% - - 6% 4% 0% - - 0% 0% 0% 6% - - - - 0% 0% 0% - 0% 0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26
0 0 0 0 0 2 2 0 0 4 767
HV 0 0 0 11 0 0 0 0 1 13 0 0 0 0 0 0 1 0 0 0
0 0 9 1,198
Peak
Hour
All 0 5 36 224 0 4 0 0 18 370 9 0 0 13 4 10 17 0 0 0 0 4 42 3 0 0 Count Total 0 5 58 340 0 9 0 0 25 592 11 0 0 27 7 14 26 0 0 0 0 7 58 3 0 0 0 0 0 0 0 5 2 0 0 0 0 0 0 0 0 1 121
0 0 1 186
8:45 AM 0 0 3 36 0 2 0 0 4 65 1 0 0 4 0 0 3 0 0 0 0 1 1 0 0 0 0 8:30 AM 0 2 3 75 0 3 0 0 3 88 3 0 0 1 1 1 2 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 1 0 0 5 0 0 0 0 0 0 0 0 0 1 0 0 0 162
0 0 0 0 0 0 0 0 0 2 210
8:15 AM 0 3 4 47 0 1 0 0 3 83 1 0 0 5 1 6 2 0 0 0
0 0 0 1 209
8:00 AM 0 0 7 52 0 0 0 0 10 100 4 0 0 5 1 3 3 0 0 0 0 2 19 2 0 0 0 10 0 0 0 0 1 17 1 0 0 0 0 0 0 0 2
2 11 0 0 0 0 0 0 0 0 3 0 0 0 2 168
7:45 AM 0 0 22 50 0 0 0 0 2 99 1 0 0 2 1
0 1 86
0 0 0 0 0 0 1
7:30 AM 0 0 14 35 0 2 0 0 2 82 1 0 0 5 2 3 4 0 0 0 0
1 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0
0 0 1 0 0
3 0 0
7:00 AM 0 0 2 23 0 0 0
1 51 0 0 0 1 0 0 0
2 7:15 AM 0 0 3 22 0

UT HL LT TH BR BR RT UT LT
0 0

RT HR UT LT BL TH RT
0 56
15-min
Total
Rolling
Hour
E Lafayette St E Lafayette St Driveway

HR UT HL BL TH
Interval Start
Main St Main St
Eastbound Westbound
LT TH
C St
0 0 0 24 0 1 1 1 0 0
BL TH
Northbound Southbound Northwestbound Southeastbound

RT UT HL BR HR
0 0 0
One

BL TH BR HR UT HL
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
780
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123456789
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
781
www.idaxdata.com
Hour
Rolling
One
Hour
Rolling
One
Pedestrians (Crossing Leg)
Rolling
Hour
One
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
782
www.idaxdata.com

NWB - -
SEB 0.0% 0.94
Peak Hour: 4:30 PM to 5:30 PM
Peak Hour
HV %: PHF
EB 1.7% 0.94
WB 0.6% 0.92
TOTAL 1.0% 0.98
Date: 09/28/2023
Count Period: 4:00 PM to 6:00 PM
NB 0.0% 0.72
SB 0.0% 0.64
N
1 Main St
419
353
370
5 0
0 35
9 0
0 E Lafayette St
18 46
4 11
3 0
0 0
1 355
408
318
0 9
0 25
3 0
0 E Lafayette St
0 Main St
TEV: 868
PHF: 0.98
E Lafayette St
Main St 4346
0 0
4 0
11 31
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
783
www.idaxdata.com
Two-Hour Count Summaries
0 0
0 843
857
868
864
844
0 0
0 0
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Two-Hour Count Summaries - Heavy Vehicles
0 0
0 7
8 9
8 9
0 0
Two-Hour Count Summaries - Bikes
0 0
0 3
2 1
1 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3
Peak Hour 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Count Total 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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 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
5:15 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 0 0 0 0 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
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0
4:45 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 1 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 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
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
HR Hour
15-min
Total
Rolling
One
C St
4:00 PM 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 9 Interval Start
Main St Main St E Lafayette St E Lafayette St Driveway
Eastbound Westbound Northbound Southbound Northwestbound Southeastbound

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

BL TH RT HR UT HL BL TH BR HR UT HL BL TH BR
0 0 0 0 0 0 0 0 1 0 16
Peak Hour 0 0 0 7 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0
Count Total 0 0 0 9 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
0 0 0 0 0 0 0 0 1
5:45 PM 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0
0 0 2
5:30 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 3
5:15 PM 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0
0 0 0 0 0 0 0 2
5:00 PM 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 2
4:45 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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
4:30 PM 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0
0 0 0 0 1 0 2
4:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hour
4:00 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 0 0 0 0 1 2

UT LT BL TH RT HR
15-min
Total
Rolling
Eastbound Westbound Northbound Southbound Northwestbound Southeastbound One

UT UT HL BL TH BR HR UT HL BL TH BR HR
0 1
RT
Interval Start
Main St Main St E Lafayette St E Lafayette St

UT HL LT TH UT HL LT TH BR LT BL TH RT HR
1 16 1 1 0 1 0 0 3 2 0 2
BR RT
C St
Peak Hr 7 2 0 0 0 0 9 1 0 0 0
Driveway
0 0 1 0
Count Total 9 6 0 0 0 0 0 4 8
5:45 PM 1 2 0 0 0 0 3 0 0 0 0 0 0 0 2 0 0 0 0 0 2
0 0 0 0 0 0
5:30 PM 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0
0 3 0 0 0 0 0 0 0 0 0 0
0 0 1 1
5:15 PM 1 1 0 0 0 0 2 0 0 0 0 0 0 0 0
0 0 0 0
4:45 PM 2 0 0 0 0 0 2 1 0 0 0 0 0 1 0 0 0 0 0 1 1
5:00 PM 3 0 0 0 0
0 0 0 0 0 0
4:30 PM 1 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 1
1 2 0 1 0 0 0 0 1 0 0 1
0 0 0 1
4:15 PM 0 1 0 0 0 0 1 0 0 0 1 0 0 1 0
0 0 2 3
Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Start EB SEB Total EB WB NB SB NWB SEB Total East West North South NW SE Total 4:00 PM 1 0 0 0 0
- - - - - - - 0% 0% 1%

WB NB SB NWB
HV% - 0% 0% 2% - 0% - - 0% 1% 0% 0% - 0% - 0% 0% - - - - 0% 0% 0% - 0% 0% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9
0 0 0 0 0 4 7 0 6 13 868
HV 0 0 0 7 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0
0 11 20 1,687
Peak
Hour
All 0 5 35 370 0 9 0 0 25 318 9 3 0 11 0 4 31 0 0 0 0 3 11 4 0 0 Count Total 0 13 61 734 0 16 0 0 47 613 13 7 0 25 2 8 61 0 0 1 0 6 27 6 0 0 0 0 0 0 0 5 11 0 0 0 0 0 1 0 1 1 189
0 0 0 213
5:45 PM 0 2 7 83 0 0 0 0 5 70 1 1 0 3 0 2 6 0 0 0 0 0 6 0 0 0 0 5:30 PM 0 3 9 89 0 3 0 0 9 77 2 1 0 1 1 0 11 0 0 0 0 1 4 0 0 0 0 0 0 0 0 1 1 0 3 4 0 0 0 0 0 0 0 0 0 4 0 1 2 222
0 0 0 0 0 0 1 0 3 4 220
5:15 PM 0 1 13 86 0 2 0 0 3 89 4 0 0 3 0 1 6 0 0 0
1 0 1 3 209
5:00 PM 0 0 12 98 0 2 0 0 7 76 1 0 0 3 0 0 8 0 0 0 0 0 2 3 0 0 3 4 0 0 0 0 0 4 0 0 0 0 0 0 0 0 2
0 1 1 0 0 0 0 0 0 0 2 1 0 1 4 217
4:45 PM 0 1 4 92 0 4 0 0 8 75 2 3 0 2 0
2 3 211
0 0 0 0 0 2 3
4:30 PM 0 3 6 94 0 1 0 0 7 78 2 0 0 3 0 0 13 0 0 0 0
1 0 0 0 2 2 0 0 0 0 0 0 0 0 0 1 0
0 0 4 2 0
5 1 1
4:00 PM 0 1 6 93 0 3 2
5 77 0 0 0 5 0 0 1
5 4:15 PM 0 2 4 99 0

UT HL LT TH BR BR RT UT LT
0 0

RT HR UT LT BL TH RT
0 206
15-min
Total
Rolling
Hour
E Lafayette St E Lafayette St Driveway

HR UT HL BL TH
Interval Start
Main St Main St
Eastbound Westbound
LT TH
C St
0 0 3 71 1 0 1 8 0 0
BL TH
Northbound Southbound Northwestbound Southeastbound

RT UT HL BR HR
0 0 1
One

BL TH BR HR UT HL
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
784
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123456789
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
785
www.idaxdata.com
Hour
Rolling
One
Hour
Rolling
One
Pedestrians (Crossing Leg)
Rolling
Hour
One
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
786
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
0 0
2 0
0 0
0 0
2 0 0 0 0 0 0 0 0
1 0
Peak Hr 10 13 0 1 24 0 0
Count Total 25 22 0 1 48 1 0 0 0 1 1 0
8:45 AM 1 1 0 0 2 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 8:30 AM 5 3 0 0 8 0 0 0
0 0 0 0 0 0
0 0
8:15 AM 2 4 0 1 7 0 0
0 0 0 0 0 0
0 0 0
8:00 AM 2 3 0 0 5 0
0 0 0 0 0 0
0 1 0
0 7:30 AM 5 4 0 0 9 0 0 0
0 0 1 0 0 0
0 5 0
EB WB NB SB Total East
7:45 AM 1 3 0 0 4
0 0 1
HV% - 0% 4% - - - - -
0 0
7:15 AM 4 4 0 0 8 1 0
0 0 0 0 0 0
West North South
7:00 AM 5 0 0
0 0 0 0 402 5 0 0 0 0 0 6 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- 3% 20% - - 0% - 14% 4%
Peak
Hour
All 0 3 262
6 0 0 0 0 0
12 1 0 0 0 0 0 0 0 1 24 0
7 685 0
HV 0 0 10 0 0
Count Total 0 7 394 0 0 0 633 7 0 11 1,058 0
0 0 74 1 0 0 0 0 0 0 0 1 115 630
1 0 2 189 685
8:45 AM 0 1 38 0
1 0 0 0 0 0
140 624
8:30 AM 0 0 84 0 0 0 101
0 0 83 1 0 0 0 0 0 2 0 2
0 0 2 186 568
8:15 AM 0 0 52 0
3 0 0 0 0 0
170 428
8:00 AM 0 3 61 0 0 0 117
0 0 101 0 0 0 0 0 0 3 0 1
0 0 1 128 0
7:45 AM 0 0 65 0
0 0 0 0 0 0
84 0
7:30 AM 0 2 46 0 0 0 79
0 0 56 0 0 0 0 0 0 0 0 1
1 0 1 46 0
7:15 AM 0 1 26 0
7:00 AM 0 0 22 0 0 0 22 0 0 0 0 0 0
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Main St Main St n/a D St/Sidewalk
15-min
Total

UT LT TH RT
SB 7.7% 0.81
TOTAL 3.5% 0.91

UT LT TH RT UT LT TH RT
WB 3.2% 0.85
NB - -
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 3.8% 0.79
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
0 0
0 0
0 0
0 0
0 0
N
D St/Sidewalk
Main St
Main St
D St/Sidewalk
Main St
TEV: 685
PHF: 0.91
76 13
8 0
5 402 407
268
0 262
3 265
409
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
787
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

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

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

LT TH RT LT TH RT LT
24 0
Interval
Start
Main St Main St n/a D St/Sidewalk
15-min
Total
Rolling
One Hour Eastbound
0 0 12 1 0 0 0 0 0 0 0 1
0 0 1 48 0
Peak Hour 0 0 10 0
Count Total 0 0 25 0 0 0 21 1 0 0 0 0 0
0 0 1 0 0 0 0 0 0 0 0 0 2 22
0 0 0 8 24
8:45 AM 0 0 1 0
0 0 0 0 0 0
7 25
8:30 AM 0 0 5 0 0 0 3
0 0 3 1 0 0 0 0 0 0 0 1
0 0 0 5 26
8:15 AM 0 0 2 0
0 0 0 0 0 0
4 26
8:00 AM 0 0 2 0 0 0 3
0 0 3 0 0 0 0 0 0 0 0 0
0 0 0 9 0
7:45 AM 0 0 1 0
0 0 0 0 0 0
8 0
7:30 AM 0 0 5 0 0 0 4
0 0 4 0 0 0 0 0 0 0 0 0
0 0 0 5 0
7:15 AM 0 0 4 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 5 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
788
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
3 5
1 0
0 0
0 0
9 0 0 0 0 0 1 0 1
5 0
Peak Hr 8 4 0 0 12 0 0
Count Total 11 9 0 0 20 1 1 0 0 2 4 0
5:45 PM 2 3 0 0 5 0 0 0 0 0 0 0 0 0
0 1 0 0 0 0
0 5:30 PM 0 1 0 0 1 1 0 0
0 0 0 0 0 0
0 0
5:15 PM 2 0 0 0 2 0 0
0 0 0 0 0 0
0 0 0
5:00 PM 3 2 0 0 5 0
0 0 0 0 0 0
0 1 0
0 4:30 PM 0 1 0 0 1 0 0 0
0 0 0 2 0 3
0 1 0
EB WB NB SB Total East
4:45 PM 3 1 0 0 4
0 0 0
HV% - 0% 2% - - - - -
1 0
4:15 PM 0 1 0 0 1 0 0
1 0 0 1 2 0
West North South
4:00 PM 1 0 0
0 0 0 0 355 15 0 0 0 0 0 8 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- 1% 0% - - 0% - 0% 1%
Peak
Hour
All 0 9 426
28 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 12 0
8 821 0
HV 0 0 8 0 0
Count Total 0 12 808 0 0 0 682 14 0 14 1,558 0
0 0 82 2 0 0 0 0 0 1 0 1 174 776
3 0 0 184 787
5:45 PM 0 0 88 0
4 0 0 0 0 0
203 821
5:30 PM 0 1 93 0 0 0 83
0 0 95 5 0 0 0 0 0 2 0 2
1 0 3 215 813
5:15 PM 0 3 96 0
4 0 0 0 0 0
185 782
5:00 PM 0 1 119 0 0 0 87
0 0 80 3 0 0 0 0 0 3 0 1
2 0 2 218 0
4:45 PM 0 1 97 0
3 0 0 0 0 0
195 0
4:30 PM 0 4 114 0 0 0 93
0 0 84 4 0 0 0 0 0 1 0 3
1 0 2 184 0
4:15 PM 0 0 103 0
4:00 PM 0 2 98 0 0 0 78 3 0 0 0 0 0
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Main St Main St n/a D St/Sidewalk
15-min
Total

UT LT TH RT
SB 0.0% 1.00
TOTAL 1.5% 0.94

UT LT TH RT UT LT TH RT
WB 1.1% 0.93
NB - -
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 1.8% 0.91
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
0 0
0 0
0 0
1 0
0 0
N
D St/Sidewalk
Main St
Main St
D St/Sidewalk
Main St
TEV: 821
PHF: 0.94
88 16
24 0
15 355 370
434
0 426
9 435
363
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
789
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Count Total 0 1 0 0 0 1 0 0 0 0 0 0 2 0
0 0 0 0 0 0 1
1 1
5:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:30 PM 0 1 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
1 5:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
4:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
4:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 0
4:15 PM 0 0 0 0 0
0 1 0 0 0 0

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

LT TH RT LT TH RT LT
12 0
Interval
Start
Main St Main St n/a D St/Sidewalk
15-min
Total
Rolling
One Hour Eastbound
0 0 4 0 0 0 0 0 0 0 0 0
0 0 0 20 0
Peak Hour 0 0 8 0
Count Total 0 0 11 0 0 0 9 0 0 0 0 0 0
0 0 3 0 0 0 0 0 0 0 0 0 5 13
0 0 0 1 12
5:45 PM 0 0 2 0
0 0 0 0 0 0
2 12
5:30 PM 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 5 11
5:15 PM 0 0 2 0
0 0 0 0 0 0
4 7
5:00 PM 0 0 3 0 0 0 2
0 0 1 0 0 0 0 0 0 0 0 0
0 0 0 1 0
4:45 PM 0 0 3 0
0 0 0 0 0 0
1 0
4:30 PM 0 0 0 0 0 0 1
0 0 1 0 0 0 0 0 0 0 0 0
0 0 0 1 0
4:15 PM 0 0 0 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
790
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 1
4 1
0 0
3 0
11 0 0 0 0 1 2 1 4
5 3
Peak Hour 10 13 0 1 24 0 0
Count Total 20 24 0 3 47 0 0 0 0 0 1 2
8:45 AM 1 1 0 1 3 0 0 0 0 0 0 0 0 0
0 0 0 1 2 0
0 8:30 AM 4 4 0 0 8 0 0 0
0 0 0 0 0 0
0 0
8:15 AM 2 5 0 0 7 0 0
0 0 0 0 0 0
0 0 1
8:00 AM 2 2 0 1 5 0
0 0 0 0 0 0
1 1 2
0 7:30 AM 2 4 0 0 6 0 0 0
0 0 0 0 0 1
1 5 0
EB WB NB SB Total East
7:45 AM 2 2 0 0 4
0 0 0
HV% - 0% 4% 0% 0% - - -
1 0
7:15 AM 3 6 0 0 9 0 0
0 0 0 0 1 0
West North South
7:00 AM 4 0 0
0 1 1 11 372 42 0 0 0 10 0 28 3
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 3% 0% 0% - 0% 0% 10% 3%
Peak
Hour
All 0 16 231
59 0 1 2 18 0
13 0 0 0 0 0 0 0 0 1 24 0
10 725 0
HV 0 0 10 0 0
Count Total 0 22 354 1 1 13 571 44 7 15 1,108 0
0 1 63 3 0 0 1 0 0 7 3 2 114 659
7 1 3 189 725
8:45 AM 0 1 33 0
6 0 0 0 2 0
141 668
8:30 AM 0 4 71 0 0 3 92
0 1 76 10 0 0 0 2 0 9 1 0
4 1 5 215 613
8:15 AM 0 2 39 1
14 0 0 0 5 0
180 449
8:00 AM 0 4 59 0 1 6 116
0 1 88 12 0 0 0 1 0 8 0 2
5 1 2 132 0
7:45 AM 0 6 62 0
5 0 1 1 7 0
86 0
7:30 AM 0 3 40 0 0 1 66
0 0 52 5 0 0 0 0 0 1 0 1
3 0 0 51 0
7:15 AM 0 2 25 0
7:00 AM 0 0 25 0 0 0 18 4 0 0 0 1 0

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

UT LT TH RT
Interval
Start
Main St Main St Marsh St E St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 2.4% 0.93
TOTAL 3.3% 0.84
TH RT
WB 3.1% 0.78
NB 0.0% 0.50
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 4.0% 0.83
0 0
0 0
00 00
0 0
0 0
2 1
1 0
N
E St
Main St
Main St
Marsh St
Main St E St
TEV: 725
PHF: 0.84
10 3
28 41
58 0
42 372
11 426
270
1 10
0 0
15 10
0 1
231
16 248
382
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
791
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
8:45 AM
0 0 0 0
0 8:30 AM
0 0 0 0 0 0 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
24 0
Interval
Start
Main St Main St Marsh St E St
15-min
Total
Rolling
One Hour
0 0 13 0 0 0 0 0 0 0 0 1

LT TH RT RT LT TH RT
1 0 2 47 0
Peak Hour 0 0 10 0
Count Total 0 0 20 0 0 0 22 2 0 0 0 0 0
0 0 1 0 0 0 0 0 0 0 0 1 3 23
0 0 0 8 24
8:45 AM 0 0 1 0
0 0 0 0 0 0
7 22
8:30 AM 0 0 4 0 0 0 4
0 0 5 0 0 0 0 0 0 0 0 0
0 0 1 5 24
8:15 AM 0 0 2 0
0 0 0 0 0 0
4 24
8:00 AM 0 0 2 0 0 0 2
0 0 2 0 0 0 0 0 0 0 0 0
0 0 0 6 0
7:45 AM 0 0 2 0
0 0 0 0 0 0
9 0
7:30 AM 0 0 2 0 0 0 4
0 0 4 2 0 0 0 0 0 0 0 0
1 0 0 5 0
7:15 AM 0 0 3 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 4 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
792
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
4 6
1 5
1 0
0 0
17 2 0 2 0 1 1 5 7
6 9
Peak Hour 7 3 1 1 12 0 0
Count Total 9 10 1 3 23 0 0 2 1 3 1 1
5:45 PM 1 3 0 1 5 0 0 0 0 0 0 0 0 0
1 1 0 0 0 0
0 5:30 PM 0 1 0 0 1 0 0 0
2 0 2 0 0 0
0 1
5:15 PM 1 0 0 0 1 0 0
0 0 0 0 0 0
1 1 3
5:00 PM 3 2 0 1 6 0
0 0 0 0 0 0
0 0 1
3 4:30 PM 1 1 1 0 3 0 0 0
0 0 0 0 0 3
0 1 0
EB WB NB SB Total East
4:45 PM 2 0 0 0 2
0 0 0
HV% - 0% 2% - - - 25% 0%
2 1
4:15 PM 0 3 0 1 4 0 0
0 0 0 0 1 0
West North South
4:00 PM 1 0 0
0 0 0 18 317 37 0 4 3 18 0 51 8
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 0% 0% - 2% 0% 0% 1%
Peak
Hour
All 0 6 404
73 0 4 5 23 0
3 0 0 1 0 0 0 1 0 0 12 0
25 891 0
HV 0 0 7 0 0
Count Total 0 19 748 0 1 31 605 83 21 34 1,647 0
0 2 69 4 0 0 0 2 0 5 6 1 175 815
7 3 3 204 853
5:45 PM 0 3 83 0
14 0 0 0 0 0
231 891
5:30 PM 0 4 89 0 1 7 76
0 6 91 8 0 2 0 3 0 15 2 7
8 2 3 205 842
5:15 PM 0 2 95 0
10 0 0 0 5 0
213 832
5:00 PM 0 2 103 0 0 2 70
0 3 71 10 0 0 1 5 0 18 3 6
10 1 9 242 0
4:45 PM 0 1 95 0
9 0 2 2 5 0
182 0
4:30 PM 0 1 111 0 0 7 85
0 0 73 9 0 0 0 2 0 8 2 3
12 2 2 195 0
4:15 PM 0 1 84 0
4:00 PM 0 5 88 0 0 4 70 9 0 0 2 1 0

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

UT LT TH RT
Interval
Start
Main St Main St Marsh St E St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.2% 0.78
TOTAL 1.3% 0.92
TH RT
WB 0.8% 0.89
NB 4.0% 0.69
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 1.7% 0.92
0 0
0 0
00 00
2 0
0 0
1 5
1 0
N
E St
Main St
Main St
Marsh St
Main St E St
TEV: 891
PHF: 0.92
25 8
51 84
46 0
37 317
18 372
473
0 18
4 3
26 25
0 0
404
6 410
346
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
793
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 2 0 0 0 2
0 0 2 0 3 0
0 0
0 0
Peak Hour
Count Total 1 0
0 0 0 0 0 0 0 0 0 3
1 3
5:45 PM
0 0 0 1
2 5:30 PM
0 0 2 0 0 0 2
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 0 0
RT
12 0
Interval
Start
Main St Main St Marsh St E St
15-min
Total
Rolling
One Hour
0 0 3 0 0 1 0 0 0 1 0 0

LT TH RT RT LT TH RT
2 1 0 23 0
Peak Hour 0 0 7 0
Count Total 0 0 9 0 0 0 7 3 0 1 0 0 0
0 0 2 1 0 0 0 0 0 0 1 0 5 13
0 0 0 1 10
5:45 PM 0 0 1 0
0 0 0 0 0 0
1 12
5:30 PM 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
1 0 0 6 15
5:15 PM 0 0 1 0
0 0 0 0 0 0
2 10
5:00 PM 0 0 3 0 0 0 2
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 3 0
4:45 PM 0 0 2 0
0 0 1 0 0 0
4 0
4:30 PM 0 0 1 0 0 0 1
0 0 1 2 0 0 0 0 0 1 0 0
0 0 0 1 0
4:15 PM 0 0 0 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
794
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
0 2
3 4
8 2
2 2
23 1 0 1 5 2 4 5 16
8 5
Peak Hour 10 13 1 0 24 0 0
Count Total 20 26 1 0 47 0 0 1 0 1 5 5
8:45 AM 1 1 0 0 2 0 0 0 0 0 0 0 2 0
0 0 0 0 2 0
0 8:30 AM 4 4 0 0 8 0 0 0
0 0 0 1 1 0
0 4
8:15 AM 2 5 0 0 7 0 0
0 1 0 1 4 0
1 2 1
8:00 AM 3 2 0 0 5 0
0 0 0 0 0 0
2 1 0
0 7:30 AM 1 5 0 0 6 0 0 0
0 0 0 0 1 1
0 6 0
EB WB NB SB Total East
7:45 AM 1 2 1 0 4
0 0 0
HV% - 8% 3% - - - - 0%
0 0
7:15 AM 3 6 0 0 9 0 0
0 0 0 0 0 0
West North South
7:00 AM 5 1 0
0 0 0 18 386 10 0 0 2 13 0 5 4
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 3% 0% 8% - 0% 0% 0% 3%
Peak
Hour
All 0 13 262
13 0 1 5 24 0
13 0 0 0 0 1 0 0 0 0 24 0
3 716 0
HV 0 1 9 0 0
Count Total 0 24 398 0 0 30 577 7 10 3 1,092 0
0 1 59 2 0 1 0 2 0 0 4 0 109 643
2 0 0 185 716
8:45 AM 0 1 39 0
1 0 0 1 1 0
155 662
8:30 AM 0 1 81 0 0 3 95
0 6 88 2 0 0 1 0 0 0 0 1
1 1 2 194 589
8:15 AM 0 2 55 0
4 0 0 0 4 0
182 449
8:00 AM 0 5 59 0 0 5 113
0 4 90 3 0 0 0 8 0 2 3 0
1 2 0 131 0
7:45 AM 0 5 67 0
0 0 0 2 4 0
82 0
7:30 AM 0 6 47 0 0 7 62
0 2 49 0 0 0 1 4 0 1 0 0
0 0 0 54 0
7:15 AM 0 0 25 0
7:00 AM 0 4 25 0 0 2 21 1 0 0 0 1 0

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

UT LT TH RT
Interval
Start
Main St Main St Alma St F St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.60
TOTAL 3.4% 0.92
TH RT
WB 3.1% 0.85
NB 6.7% 0.47
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 3.6% 0.84
0 0
0 0
00 10
0 0
0 0
4 5
2 5
N
F St
Main St
Main St
Alma St
Main St F St
TEV: 716
PHF: 0.92
3 4
5 12
25 0
10 386
18 414
280
0 13
0 2
22 15
0 0
262
13 275
389
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
795
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
1 0 0 0 0 0 1
1 0 0 0 1 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 1
0 1
8:45 AM
0 0 0 0
1 8:30 AM
0 0 0 0 0 0 0
1 1
8:15 AM
1 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
24 0
Interval
Start
Main St Main St Alma St F St
15-min
Total
Rolling
One Hour
0 0 13 0 0 0 0 1 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 47 0
Peak Hour 0 1 9 0
Count Total 0 1 19 0 0 1 25 0 0 0 0 1 0
0 0 1 0 0 0 0 0 0 0 0 0 2 22
0 0 0 8 24
8:45 AM 0 0 1 0
0 0 0 0 0 0
7 22
8:30 AM 0 0 4 0 0 0 4
0 0 5 0 0 0 0 0 0 0 0 0
0 0 0 5 24
8:15 AM 0 1 1 0
0 0 0 0 0 0
4 25
8:00 AM 0 0 3 0 0 0 2
0 0 2 0 0 0 0 1 0 0 0 0
0 0 0 6 0
7:45 AM 0 0 1 0
0 0 0 0 0 0
9 0
7:30 AM 0 0 1 0 0 0 5
0 0 6 0 0 0 0 0 0 0 0 0
0 0 0 6 0
7:15 AM 0 0 3 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 5 0 0 1 0

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
796
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
3 5
2 2
1 1
0 1
15 2 1 5 1 0 0 5 6
0 13
Peak Hour 8 2 0 0 10 2 0
Count Total 11 9 0 0 20 4 2 3 1 10 2 0
5:45 PM 1 3 0 0 4 0 1 1 0 2 1 0 0 0
0 0 0 0 0 0
1 5:30 PM 0 1 0 0 1 0 0 0
1 0 2 0 0 0
0 1
5:15 PM 2 0 0 0 2 1 0
0 0 1 1 0 0
0 0 2
5:00 PM 3 1 0 0 4 0
0 0 1 0 1 0
0 0 1
5 4:30 PM 1 1 0 0 2 1 0 0
0 0 1 0 0 0
0 1 1
EB WB NB SB Total East
4:45 PM 2 0 0 0 2
0 1 1
HV% - 0% 2% 0% 0% - 0% -
0 3
4:15 PM 1 3 0 0 4 1 0
1 0 0 2 0 0
West North South
4:00 PM 1 0 0
0 1 1 30 316 12 0 2 0 17 0 17 2
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 0% 0% - 0% 0% 0% 1%
Peak
Hour
All 0 13 434
24 0 2 3 37 0
2 0 0 0 0 0 0 0 0 0 10 0
3 848 0
HV 0 0 8 0 0
Count Total 0 22 802 1 2 56 604 38 3 4 1,598 0
0 9 62 0 0 0 1 7 0 1 0 0 171 774
3 1 0 198 812
5:45 PM 0 2 89 0
2 0 0 1 7 0
216 848
5:30 PM 0 4 90 0 1 6 83
0 5 84 3 0 0 0 3 0 4 1 0
1 0 0 189 819
5:15 PM 0 3 113 0
4 0 0 0 8 0
209 824
5:00 PM 0 2 97 1 0 8 68
1 9 72 4 0 2 0 1 0 7 1 2
5 0 1 234 0
4:45 PM 0 6 104 0
1 0 0 0 5 0
187 0
4:30 PM 0 2 120 0 0 8 92
0 6 71 5 0 0 1 3 0 9 0 1
8 0 0 194 0
4:15 PM 0 1 90 0
4:00 PM 0 2 99 0 0 5 72 5 0 0 0 3 0

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

UT LT TH RT
Interval
Start
Main St Main St Alma St F St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.55
TOTAL 1.2% 0.91
TH RT
WB 0.6% 0.89
NB 0.0% 0.59
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 1.8% 0.92
0 2
0 0
01 10
1 0
0 0
0 5
0 1
N
F St
Main St
Main St
Alma St
Main St F St
TEV: 848
PHF: 0.91
3 2
17 22
25 0
12 316
30 359
469
1 17
2 0
33 19
0 1
434
13 448
321
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
797
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
1 0 0
0 0 0
1 0 0
0 2 0 0 0 0
0 4 0 1 1 0
0 1 0 0
0 0
0 1 0
1 LT TH
1 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
1 0 1 1 0 0 5
1 0 2 0 10 0
0 0
0 0
Peak Hour
Count Total 1 0
0 0 0 0 0 0 1 0 2 5
0 4
5:45 PM
0 0 0 0
5 5:30 PM
0 0 1 0 0 0 2
1 4
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
5 5:00 PM
1 0 0 1
1 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
4:00 PM 2 0
RT
10 0
Interval
Start
Main St Main St Alma St F St
15-min
Total
Rolling
One Hour
0 0 2 0 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 20 0
Peak Hour 0 0 8 0
Count Total 0 0 11 0 0 0 9 0 0 0 0 0 0
0 0 3 0 0 0 0 0 0 0 0 0 4 11
0 0 0 1 9
5:45 PM 0 0 1 0
0 0 0 0 0 0
2 10
5:30 PM 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 4 12
5:15 PM 0 0 2 0
0 0 0 0 0 0
2 9
5:00 PM 0 0 3 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 2 0
4:45 PM 0 0 2 0
0 0 0 0 0 0
4 0
4:30 PM 0 0 1 0 0 0 1
0 0 3 0 0 0 0 0 0 0 0 0
0 0 0 1 0
4:15 PM 0 0 1 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
Northbound Southbound

ATTACHMENT B
798
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
0 1
10 9
6 12
2 2
42 0 0 2 13 7 7 2 29
8 4
Peak Hour 10 20 1 10 41 1 1
Count Total 26 51 2 48 127 2 1 0 0 3 21 9
8:45 AM 4 6 0 9 19 1 0 0 0 1 0 1 1 0
0 1 0 1 1 0
2 8:30 AM 4 5 0 5 14 0 1 0
0 0 0 4 4 2
2 0
8:15 AM 1 5 1 3 10 0 0
0 0 0 1 3 1
1 2 0
8:00 AM 2 7 0 2 11 1
0 0 0 0 0 6
1 0 1
1 7:30 AM 3 5 1 5 14 0 0 0
0 0 0 0 0 0
14 24 0
EB WB NB SB Total East
7:45 AM 3 3 0 0 6
0 0 8
HV% - 2% 4% 0% - - 0% 2%
0 0
7:15 AM 3 16 0 10 29 0 0
0 0 0 0 0 0
West North South
7:00 AM 6 4 0
1 4 0 5 358 250 0 12 49 5 0 242 26
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
20% 3% 3% 0% - 4% 0% 2% 3%
Peak
Hour
All 0 55 220
450 0 20 98 8 0
11 8 0 0 1 0 0 9 0 1 41 0
54 1,280 0
HV 0 1 9 0 0
Count Total 0 104 347 10 0 5 537 428 42 92 2,141 0
0 0 48 50 0 3 10 2 0 56 5 13 241 1,195
66 3 13 308 1,280
8:45 AM 0 9 40 5
49 0 1 6 3 0
320 1,243
8:30 AM 0 12 67 1 0 1 86
0 1 75 81 0 5 14 0 0 74 7 11
59 6 19 326 1,124
8:15 AM 0 5 45 2
49 0 4 10 1 0
326 946
8:00 AM 0 15 52 0 0 3 108
0 0 89 71 0 2 19 1 0 43 10 11
54 5 7 271 0
7:45 AM 0 23 56 1
55 0 4 19 1 0
201 0
7:30 AM 0 23 39 1 0 0 63
0 0 48 53 0 0 14 0 0 39 3 11
37 3 7 148 0
7:15 AM 0 11 22 0
7:00 AM 0 6 26 0 0 0 20 42 0 1 6 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Filbert St Filbert St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 3.1% 0.88
TOTAL 3.2% 0.98
TH RT
WB 3.3% 0.96
NB 1.5% 0.75
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 3.6% 0.87
0 1
0 0
00 00
0 1
0 0
7 2
7 13
N
Filbert St
Main St
Main St
Filbert St
Main St Filbert St
TEV: 1,280
PHF: 0.98
54 26
242
322
354
0 250
358
5 613
467
0 5
12 49
35 66
0 4
220
55 279
424
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
799
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 1
0 0 0
0 1 0 0 0 1
0 2 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 1
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 2
0 0 0 0 3 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 1 0 0 0 0 0 1 3
1 2
8:45 AM
0 0 0 0
1 8:30 AM
0 0 0 0 0 0 0
1 1
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
41 0
Interval
Start
Main St Main St Filbert St Filbert St
15-min
Total
Rolling
One Hour
0 1 11 8 0 0 1 0 0 9 0 1

LT TH RT RT LT TH RT
39 2 7 127 0
Peak Hour 0 1 9 0
Count Total 0 3 23 0 0 1 20 30 0 1 1 0 0
0 0 2 4 0 0 0 0 0 9 0 0 19 54
5 0 0 14 41
8:45 AM 0 0 4 0
0 0 0 0 0 0
10 41
8:30 AM 0 1 3 0 0 0 5
0 0 3 2 0 0 1 0 0 3 0 0
1 0 1 11 60
8:15 AM 0 0 1 0
4 0 0 0 0 0
6 73
8:00 AM 0 0 2 0 0 1 2
0 0 1 2 0 0 0 0 0 0 0 0
4 0 1 14 0
7:45 AM 0 0 3 0
4 0 1 0 0 0
29 0
7:30 AM 0 2 1 0 0 0 1
0 0 6 10 0 0 0 0 0 5 1 4
12 1 1 24 0
7:15 AM 0 0 3 0
4 0 0 0 0 0
TH RT
7:00 AM 0 0 6 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
800
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
4 3
1 2
3 3
2 8
26 0 0 2 0 1 4 5 10
9 12
Peak Hour 3 11 0 6 20 2 0
Count Total 10 21 0 12 43 6 0 0 2 8 1 4
5:45 PM 2 4 0 0 6 1 0 0 0 1 1 0 5 2
0 0 0 1 0 1
1 5:30 PM 0 2 0 3 5 0 0 0
0 2 5 0 2 0
0 3
5:15 PM 1 2 0 1 4 3 0
0 0 0 0 0 0
0 0 2
5:00 PM 4 2 0 2 8 0
0 0 0 0 0 0
0 0 1
1 4:30 PM 1 4 0 1 6 1 0 0
0 0 1 0 0 2
2 5 0
EB WB NB SB Total East
4:45 PM 0 1 0 3 4
0 1 0
HV% - 2% 1% 0% - - 0% 0%
2 1
4:15 PM 1 4 0 0 5 1 0
0 0 0 0 0 1
West North South
4:00 PM 1 2 0
0 16 0 2 304 237 0 17 49 10 0 390 35
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 3% 0% - 2% 0% 0% 1%
Peak
Hour
All 0 55 373
451 0 32 89 19 0
4 7 0 0 0 0 0 6 0 0 20 0
71 1,559 0
HV 0 1 2 0 0
Count Total 0 101 748 23 0 5 599 700 67 130 2,964 0
0 0 74 48 0 2 6 2 0 74 9 13 324 1,405
80 2 14 334 1,473
5:45 PM 0 11 83 2
42 0 2 14 4 0
395 1,551
5:30 PM 0 12 91 3 0 1 69
0 2 87 56 0 6 10 2 0 88 12 16
68 9 16 352 1,518
5:15 PM 0 10 104 2
68 0 5 10 1 0
392 1,559
5:00 PM 0 13 97 0 0 0 65
0 0 71 60 0 4 13 1 0 100 11 24
103 10 20 412 0
4:45 PM 0 14 89 5
61 0 4 11 5 0
362 0
4:30 PM 0 15 94 3 0 1 85
0 0 76 50 0 4 10 1 0 92 6 14
95 8 13 393 0
4:15 PM 0 12 94 3
4:00 PM 0 14 96 5 0 1 72 66 0 5 15 3 0

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

UT LT TH RT
Interval
Start
Main St Main St Filbert St Filbert St
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.2% 0.92
TOTAL 1.3% 0.95
TH RT
WB 2.0% 0.92
NB 0.0% 0.83
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 0.7% 0.97
0 2
0 0
00 00
0 0
0 0
4 5
1 0
N
Filbert St
Main St
Main St
Filbert St
Main St Filbert St
TEV: 1,559
PHF: 0.95
71 35
390
496
341
0 237
304
2 543
773
0 17
4910
53 76
0 16
373
55 444
392
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
801
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 2 0 0 0 0
1 4 1 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 0 0
0 LT TH
0 0 0 0 0 0 2
0 0 0 1 8 0
0 0
0 0
Peak Hour
Count Total 0 1
0 0 1 0 0 0 0 0 1 6
0 5
5:45 PM
0 0 0 0
6 5:30 PM
0 0 0 0 1 1 5
0 2
5:15 PM
0 0 0
1 1 1
0 0 0
0 0 0
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 1
0 0
0 0 0
4:00 PM 0 0
RT
20 0
Interval
Start
Main St Main St Filbert St Filbert St
15-min
Total
Rolling
One Hour
0 0 4 7 0 0 0 0 0 6 0 0

LT TH RT RT LT TH RT
11 1 0 43 0
Peak Hour 0 1 2 0
Count Total 0 1 9 0 0 0 9 12 0 0 0 0 0
0 0 3 1 0 0 0 0 0 0 0 0 6 23
3 0 0 5 21
5:45 PM 0 0 2 0
1 0 0 0 0 0
4 22
5:30 PM 0 0 0 0 0 0 1
0 0 0 2 0 0 0 0 0 1 0 0
1 1 0 8 23
5:15 PM 0 0 1 0
1 0 0 0 0 0
4 20
5:00 PM 0 0 4 0 0 0 1
0 0 0 1 0 0 0 0 0 3 0 0
1 0 0 6 0
4:45 PM 0 0 0 0
3 0 0 0 0 0
5 0
4:30 PM 0 1 0 0 0 0 1
0 0 2 2 0 0 0 0 0 0 0 0
2 0 0 5 0
4:15 PM 0 0 1 0
1 0 0 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 1

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
802
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 0
3 4
4 0
2 0
15 0 0 4 1 2 7 0 10
8 1
Peak Hour 17 20 0 1 38 1 3
Count Total 60 52 1 2 115 1 4 0 0 5 3 3
8:45 AM 11 5 0 1 17 0 0 0 0 0 0 0 0 0
0 1 0 0 2 0
0 8:30 AM 7 4 0 1 12 0 1 0
0 0 0 0 0 0
2 0
8:15 AM 4 7 0 0 11 0 0
1 0 0 2 1 1
1 3 0
8:00 AM 4 6 0 0 10 1
0 1 0 0 1 0
0 0 1
0 7:30 AM 5 5 0 0 10 0 1 0
0 0 0 0 0 0
0 26 0
EB WB NB SB Total East
7:45 AM 2 3 0 0 5
0 1 2
HV% 0% 0% 4% 0% - - 0% 0%
1 0
7:15 AM 7 17 0 0 24 0 0
0 0 0 0 0 1
West North South
7:00 AM 20 5 1
0 14 0 13 581 12 0 9 2 6 0 5 2
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 3% 0% 0% - 20% 0% 0% 3%
Peak
Hour
All 4 15 420
21 0 12 5 12 0
20 0 0 0 0 0 0 1 0 0 38 0
13 1,096 0
HV 0 0 17 0 0
Count Total 5 21 691 24 0 16 941 8 2 15 1,773 0
0 2 88 3 0 1 0 3 0 1 0 1 180 1,023
1 2 0 272 1,096
8:45 AM 0 1 76 4
4 0 3 0 0 0
287 1,039
8:30 AM 2 1 119 6 0 5 129
0 3 160 2 0 4 0 3 0 1 0 0
2 0 10 284 910
8:15 AM 1 0 109 4
2 0 1 0 2 0
253 750
8:00 AM 0 6 106 4 0 4 147
0 1 145 4 0 1 2 1 0 1 0 3
1 0 0 215 0
7:45 AM 1 8 86 0
4 0 0 2 0 0
158 0
7:30 AM 1 2 84 3 0 1 117
0 0 93 2 0 1 0 0 0 0 0 0
1 0 1 124 0
7:15 AM 0 2 58 2
7:00 AM 0 1 53 1 0 0 62 0 0 1 1 3 0

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

UT LT TH RT
Interval
Start
Main St Main St Burkett Ave Burkett Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 5.0% 0.42
TOTAL 3.5% 0.95
TH RT
WB 3.3% 0.92
NB 0.0% 0.61
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 3.8% 0.88
0 1
0 0
00 00
0 1
2 0
7 0
2 1
N
Burkett Ave
Main St
Main St
Burkett Ave
Main St
Burkett Ave
TEV: 1,096
PHF: 0.95
13 2
5 20
29 0
12 581
13 606
431
0 9
26 29
17 0
14 420
15 453
607
4 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
803
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 1 0
0 0 0
0 1 0 0 2 1
0 1 0 0 3 1
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 1
0 0
0 0 1
0 0 0
0 LT TH
0 0 0 0 0 0 4
0 0 0 0 5 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 3
1 4
8:45 AM
0 0 0 0
4 8:30 AM
0 0 0 0 0 0 0
2 4
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 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 0
1 0
0 1 0
7:00 AM 0 0
RT
38 0
Interval
Start
Main St Main St Burkett Ave Burkett Ave
15-min
Total
Rolling
One Hour
0 0 20 0 0 0 0 0 0 1 0 0

LT TH RT RT LT TH RT
1 0 1 115 0
Peak Hour 0 0 17 0
Count Total 0 1 59 0 0 0 52 0 0 0 0 1 0
0 0 5 0 0 0 0 0 0 0 0 1 17 50
1 0 0 12 38
8:45 AM 0 1 10 0
0 0 0 0 0 0
11 36
8:30 AM 0 0 7 0 0 0 4
0 0 7 0 0 0 0 0 0 0 0 0
0 0 0 10 49
8:15 AM 0 0 4 0
0 0 0 0 0 0
5 65
8:00 AM 0 0 4 0 0 0 6
0 0 3 0 0 0 0 0 0 0 0 0
0 0 0 10 0
7:45 AM 0 0 2 0
0 0 0 0 0 0
24 0
7:30 AM 0 0 5 0 0 0 5
0 0 17 0 0 0 0 0 0 0 0 0
0 0 0 26 0
7:15 AM 0 0 7 0
0 0 0 0 1 0
TH RT
7:00 AM 0 0 20 0 0 0 5

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
804
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 2
4 0
0 2
3 3
16 0 0 4 0 0 3 3 6
10 6
Peak Hour 12 7 1 0 20 2 2
Count Total 19 17 3 0 39 6 4 0 1 11 0 0
5:45 PM 1 2 1 0 4 2 1 0 1 4 0 0 2 1
0 0 0 0 2 1
2 5:30 PM 3 2 1 0 6 0 0 0
0 0 1 0 0 0
0 0
5:15 PM 2 2 1 0 5 1 0
0 0 0 0 0 0
0 0 0
5:00 PM 5 2 0 0 7 0
0 1 0 0 1 0
0 3 1
0 4:30 PM 1 3 0 0 4 1 1 0
0 0 1 0 0 2
0 3 1
EB WB NB SB Total East
4:45 PM 4 0 0 0 4
0 2 0
HV% 0% 0% 2% 3% - - 0% 50%
1 1
4:15 PM 2 4 0 0 6 1 0
1 0 0 2 0 0
West North South
4:00 PM 1 2 0
0 30 0 11 528 11 0 8 2 16 0 5 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 0% 0% - 0% - 0% 1%
Peak
Hour
All 4 13 699
18 0 16 2 25 0
7 0 0 0 1 0 0 0 0 0 20 0
7 1,334 0
HV 0 0 11 1 0
Count Total 5 22 1,339 73 0 27 1,004 9 0 13 2,553 0
0 4 114 0 0 4 0 2 0 0 0 1 290 1,227
0 0 2 285 1,259
5:45 PM 0 3 152 10
2 0 1 0 2 0
345 1,334
5:30 PM 0 1 161 8 0 5 103
0 3 140 6 0 3 1 7 0 0 0 3
2 0 1 307 1,299
5:15 PM 0 4 171 7
1 0 2 1 1 0
322 1,326
5:00 PM 1 2 161 5 0 5 125
0 0 125 2 0 0 0 3 0 2 0 2
1 0 1 360 0
4:45 PM 2 2 172 12
2 0 3 0 5 0
310 0
4:30 PM 1 5 195 6 0 3 138
0 5 122 0 0 1 0 2 0 3 0 1
1 0 2 334 0
4:15 PM 1 4 163 8
4:00 PM 0 1 164 17 0 2 137 5 0 2 0 3 0

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

UT LT TH RT
Interval
Start
Main St Main St Burkett Ave Burkett Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.75
TOTAL 1.5% 0.93
TH RT
WB 1.3% 0.92
NB 3.8% 0.59
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 1.6% 0.90
0 2
0 0
00 00
0 1
1 0
3 3
0 0
N
Burkett Ave
Main St
Main St
Burkett Ave
Main St
Burkett Ave
TEV: 1,334
PHF: 0.93
7 0
5 12
26 0
11 528
11 550
720
0 16
8 2
41 26
0 30
699
13 746
547
4 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
805
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 1 0
0 2 0 0 1 1
0 6 0 0 3 1
0 1 0 0
0 0
0 1 0
1 LT TH
1 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 4
0 0 0 0 11 0
0 0
1 0
Peak Hour
Count Total 1 0
0 0 2 0 0 0 0 0 4 5
0 2
5:45 PM
0 0 0 0
4 5:30 PM
0 0 0 0 0 0 1
0 4
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
6 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 0
0 0 1
4:00 PM 2 0
RT
20 0
Interval
Start
Main St Main St Burkett Ave Burkett Ave
15-min
Total
Rolling
One Hour
0 0 7 0 0 0 1 0 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 39 0
Peak Hour 0 0 11 1
Count Total 0 0 18 1 0 0 17 0 0 1 1 1 0
0 0 2 0 0 1 0 0 0 0 0 0 4 22
0 0 0 6 22
5:45 PM 0 0 1 0
0 0 0 0 1 0
5 20
5:30 PM 0 0 3 0 0 0 2
0 0 2 0 0 0 1 0 0 0 0 0
0 0 0 7 21
5:15 PM 0 0 1 1
0 0 0 0 0 0
4 17
5:00 PM 0 0 5 0 0 0 2
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 4 0
4:45 PM 0 0 4 0
0 0 0 0 0 0
6 0
4:30 PM 0 0 1 0 0 0 3
0 0 4 0 0 0 0 0 0 0 0 0
0 0 0 3 0
4:15 PM 0 0 2 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 2

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
806
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
0 1
1 4
7 1
1 1
16 0 0 3 3 1 7 2 13
9 3
Peak Hour 18 21 0 0 39 0 3
Count Total 62 54 1 0 117 0 4 0 1 5 3 1
8:45 AM 12 6 0 0 18 0 0 0 0 0 0 0 1 0
0 0 0 0 1 0
0 8:30 AM 7 4 0 0 11 0 0 0
0 0 0 0 0 1
4 0
8:15 AM 3 8 0 0 11 0 0
1 0 0 1 3 0
1 1 2
8:00 AM 4 6 0 0 10 0
0 2 0 0 2 0
0 0 1
0 7:30 AM 3 5 1 0 9 0 1 0
0 0 0 0 0 1
0 26 0
EB WB NB SB Total East
7:45 AM 4 3 0 0 7
1 2 0
HV% - 0% 4% 0% - - 0% 0%
0 0
7:15 AM 8 17 0 0 25 0 0
0 0 0 0 0 0
West North South
7:00 AM 21 5 0
0 5 0 4 597 5 0 9 1 5 0 2 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 3% 20% 0% - 0% - 0% 4%
Peak
Hour
All 0 2 426
7 0 17 1 7 0
20 1 0 0 0 0 0 0 0 0 39 0
2 1,058 0
HV 0 0 18 0 0
Count Total 0 2 704 7 0 6 956 4 0 4 1,715 0
0 1 92 1 0 0 0 0 0 1 0 0 181 990
1 0 0 262 1,058
8:45 AM 0 0 86 0
2 0 1 0 1 0
290 1,001
8:30 AM 0 0 112 3 0 1 141
0 1 163 2 0 3 0 2 0 0 0 0
1 0 0 257 864
8:15 AM 0 0 119 0
0 0 0 0 0 0
249 725
8:00 AM 0 2 100 2 0 1 151
0 1 142 1 0 5 1 2 0 0 0 2
0 0 1 205 0
7:45 AM 0 0 95 0
1 0 3 0 1 0
153 0
7:30 AM 0 0 84 1 0 0 114
0 0 95 0 0 4 0 0 0 0 0 0
1 0 1 118 0
7:15 AM 0 0 54 0
7:00 AM 0 0 54 1 0 1 58 0 0 1 0 1 0

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

UT LT TH RT
Interval
Start
Main St Main St Shasta Ave Shasta Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.50
TOTAL 3.7% 0.91
TH RT
WB 3.5% 0.91
NB 0.0% 0.47
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 4.2% 0.91
0 0
0 0
00 00
0 0
3 0
7 2
1 3
N
Shasta Ave
Main St
Main St
Shasta Ave
Main St Shasta Ave
TEV: 1,058
PHF: 0.91
2 0
2 4
8 0
5 597
4 606
433
0 9
15 9
15 0
5 426
2 433
608
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
807
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 3 0
0 0 0 0 4 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 1 0
0 0 0
0 LT TH
0 0 0 0 0 0 3
0 0 0 0 5 0
0 0
0 0
Peak Hour
Count Total 1 0
0 0 0 0 0 0 0 0 0 1
0 3
8:45 AM
0 0 0 0
5 8:30 AM
0 0 0 0 0 0 0
1 5
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
4 8:00 AM
0 0 0 2
2 0
7:45 AM
0 0 0 1
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
1 0
0 2 0
7:00 AM 0 0
RT
39 0
Interval
Start
Main St Main St Shasta Ave Shasta Ave
15-min
Total
Rolling
One Hour
0 0 20 1 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 117 0
Peak Hour 0 0 18 0
Count Total 0 0 61 1 0 1 51 2 0 0 0 1 0
0 0 5 1 0 0 0 0 0 0 0 0 18 50
0 0 0 11 39
8:45 AM 0 0 12 0
0 0 0 0 0 0
11 37
8:30 AM 0 0 7 0 0 0 4
0 0 7 1 0 0 0 0 0 0 0 0
0 0 0 10 51
8:15 AM 0 0 3 0
0 0 0 0 0 0
7 67
8:00 AM 0 0 4 0 0 0 6
0 0 3 0 0 0 0 0 0 0 0 0
0 0 0 9 0
7:45 AM 0 0 4 0
0 0 0 0 1 0
25 0
7:30 AM 0 0 3 0 0 0 5
0 0 17 0 0 0 0 0 0 0 0 0
0 0 0 26 0
7:15 AM 0 0 8 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 20 1 0 1 4

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
808
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 0
4 1
2 1
2 7
19 2 2 4 0 1 3 4 8
9 8
Peak Hour 12 9 0 0 21 0 0
Count Total 19 20 0 0 39 1 1 2 3 7 0 2
5:45 PM 1 3 0 0 4 1 0 0 0 1 0 0 4 3
1 1 0 1 1 0
1 5:30 PM 4 2 0 0 6 0 0 0
1 1 2 0 0 0
0 2
5:15 PM 2 2 0 0 4 0 0
0 0 0 0 0 0
0 1 0
5:00 PM 4 3 0 0 7 0
0 0 0 1 1 0
1 2 1
0 4:30 PM 2 3 0 0 5 0 0 1
0 0 0 0 0 0
0 3 0
EB WB NB SB Total East
4:45 PM 4 1 0 0 5
0 1 0
HV% 0% 0% 2% 7% - - 0% -
1 1
4:15 PM 1 4 0 0 5 0 0
1 0 0 1 0 0
West North South
4:00 PM 1 2 0
0 15 0 5 541 10 0 5 0 12 0 3 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 10% 0% - 0% 0% 0% 2%
Peak
Hour
All 4 4 696
16 0 12 0 13 0
8 1 0 0 0 0 0 0 0 0 21 0
5 1,301 0
HV 0 0 11 1 0
Count Total 8 13 1,331 28 0 15 1,020 5 1 10 2,472 0
0 4 108 3 0 1 0 0 0 1 0 1 273 1,201
0 0 3 287 1,235
5:45 PM 2 4 143 6
1 0 2 0 0 0
330 1,301
5:30 PM 1 3 165 0 0 1 111
0 1 144 1 0 1 0 1 0 2 0 2
1 0 2 311 1,272
5:15 PM 1 1 172 4
5 0 3 0 3 0
307 1,271
5:00 PM 0 1 161 3 0 2 130
0 1 125 2 0 0 0 3 0 0 0 1
0 1 0 353 0
4:45 PM 1 0 170 4
2 0 1 0 5 0
301 0
4:30 PM 2 2 193 4 0 1 142
0 2 126 1 0 1 0 0 0 0 0 0
1 0 1 310 0
4:15 PM 1 0 165 5
4:00 PM 0 2 162 2 0 3 134 1 0 3 0 1 0

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

UT LT TH RT
Interval
Start
Main St Main St Shasta Ave Shasta Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.56
TOTAL 1.6% 0.92
TH RT
WB 1.6% 0.95
NB 0.0% 0.71
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 1.7% 0.89
0 0
0 0
11 10
1 0
0 0
3 4
1 0
N
Shasta Ave
Main St
Main St
Shasta Ave
Main St Shasta Ave
TEV: 1,301
PHF: 0.92
5 1
3 9
14 0
10 541
5 556
711
0 12
5 0
21 17
0 15
696
4 719
555
4 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
809
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
1 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 1 0 0 1 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 LT TH
1 0 1 1 1 0 4
1 0 1 0 7 0
1 0
0 0
Peak Hour
Count Total 1 2
0 0 1 0 0 0 0 0 1 4
1 4
5:45 PM
0 0 0 0
4 5:30 PM
0 0 1 0 1 0 2
0 2
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
3 5:00 PM
0 0 0 1
1 0
4:45 PM
1 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 1 0
RT
21 0
Interval
Start
Main St Main St Shasta Ave Shasta Ave
15-min
Total
Rolling
One Hour
0 0 8 1 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 39 0
Peak Hour 0 0 11 1
Count Total 0 0 18 1 0 0 19 1 0 0 0 0 0
0 0 3 0 0 0 0 0 0 0 0 0 4 21
0 0 0 6 22
5:45 PM 0 0 1 0
0 0 0 0 0 0
4 21
5:30 PM 0 0 4 0 0 0 2
0 0 2 0 0 0 0 0 0 0 0 0
0 0 0 7 22
5:15 PM 0 0 2 0
0 0 0 0 0 0
5 18
5:00 PM 0 0 3 1 0 0 3
0 0 0 1 0 0 0 0 0 0 0 0
0 0 0 5 0
4:45 PM 0 0 4 0
0 0 0 0 0 0
5 0
4:30 PM 0 0 2 0 0 0 3
0 0 4 0 0 0 0 0 0 0 0 0
0 0 0 3 0
4:15 PM 0 0 1 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 2

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
810
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 1
6 3
5 0
2 2
20 0 0 5 1 3 3 3 10
7 3
Peak Hour 18 20 0 1 39 1 4
Count Total 61 53 1 1 116 1 4 0 0 5 4 6
8:45 AM 11 6 0 0 17 0 0 0 0 0 0 0 2 0
0 1 0 0 2 0
0 8:30 AM 7 3 0 1 11 0 1 0
0 0 0 0 0 0
1 1
8:15 AM 3 8 0 0 11 0 0
1 0 0 2 1 2
1 0 2
8:00 AM 4 6 0 0 10 1
0 2 0 0 2 0
3 0 0
0 7:30 AM 4 5 0 0 9 0 0 0
0 0 0 0 0 1
0 26 0
EB WB NB SB Total East
7:45 AM 4 3 0 0 7
0 0 3
HV% 0% - 4% 0% - - 0% 0%
1 0
7:15 AM 8 17 0 0 25 0 0
0 0 0 0 0 0
West North South
7:00 AM 20 5 1
0 6 0 3 587 5 0 10 1 4 0 3 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 3% 0% 0% - 0% - 11% 4%
Peak
Hour
All 1 0 432
6 0 17 3 11 0
20 0 0 0 0 0 0 0 0 1 39 0
9 1,061 0
HV 0 0 18 0 0
Count Total 1 1 705 12 0 6 943 3 0 9 1,717 0
0 0 96 0 0 0 0 1 0 0 0 0 181 995
2 0 4 263 1,061
8:45 AM 0 0 82 2
1 0 1 0 0 0
288 1,002
8:30 AM 0 0 115 2 0 0 138
0 0 160 1 0 3 0 1 0 1 0 1
0 0 2 263 870
8:15 AM 1 0 119 1
2 0 2 0 1 0
247 722
8:00 AM 0 0 103 1 0 3 149
0 0 140 1 0 4 1 2 0 0 0 2
0 0 0 204 0
7:45 AM 0 0 95 2
0 0 5 1 1 0
156 0
7:30 AM 0 1 83 3 0 0 110
0 3 94 0 0 1 1 3 0 0 0 0
0 0 0 115 0
7:15 AM 0 0 54 0
7:00 AM 0 0 54 1 0 0 56 1 0 1 0 2 0

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

UT LT TH RT
Interval
Start
Main St Main St David Ave David Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 8.3% 0.50
TOTAL 3.7% 0.92
TH RT
WB 3.4% 0.92
NB 0.0% 0.54
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 4.1% 0.91
0 1
0 0
00 00
0 0
4 0
3 3
3 1
N
David Ave
Main St
Main St
David Ave
Main St
David Ave
TEV: 1,061
PHF: 0.92
9 0
3 12
6 0
5 587
3 595
439
0 14
10 9
15 0
6 432
0 439
607
1 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
811
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 1 0
0 0 0
0 1 0 0 4 0
0 1 0 0 4 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 1
0 0
0 1 0
0 0 0
0 LT TH
0 0 0 0 0 0 5
0 0 0 0 5 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 3
1 5
8:45 AM
0 0 0 0
4 8:30 AM
0 0 0 0 0 0 0
2 4
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
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 2 0
7:00 AM 0 0
RT
39 0
Interval
Start
Main St Main St David Ave David Ave
15-min
Total
Rolling
One Hour
0 0 20 0 0 0 0 0 0 0 0 1

LT TH RT RT LT TH RT
0 0 1 116 0
Peak Hour 0 0 18 0
Count Total 0 0 60 1 0 0 53 0 0 0 0 1 0
0 0 6 0 0 0 0 0 0 0 0 0 17 49
0 0 1 11 39
8:45 AM 0 0 11 0
0 0 0 0 0 0
11 37
8:30 AM 0 0 7 0 0 0 3
0 0 8 0 0 0 0 0 0 0 0 0
0 0 0 10 51
8:15 AM 0 0 3 0
0 0 0 0 0 0
7 67
8:00 AM 0 0 4 0 0 0 6
0 0 3 0 0 0 0 0 0 0 0 0
0 0 0 9 0
7:45 AM 0 0 4 0
0 0 0 0 0 0
25 0
7:30 AM 0 0 3 1 0 0 5
0 0 17 0 0 0 0 0 0 0 0 0
0 0 0 26 0
7:15 AM 0 0 8 0
0 0 0 0 1 0
TH RT
7:00 AM 0 0 20 0 0 0 5

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
812
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
4 0
3 1
2 1
3 7
21 0 0 0 2 0 1 4 7
9 5
Peak Hour 11 8 1 0 20 0 0
Count Total 21 18 1 0 40 2 0 0 1 3 7 0
5:45 PM 2 2 0 0 4 1 0 0 1 2 2 0 5 0
0 0 1 0 1 1
1 5:30 PM 4 2 0 0 6 0 0 0
0 0 0 0 0 0
0 2
5:15 PM 2 2 1 0 5 0 0
0 0 0 0 0 0
0 1 0
5:00 PM 3 2 0 0 5 0
0 0 0 0 0 0
0 0 1
0 4:30 PM 2 4 0 0 6 0 0 0
0 0 0 0 0 0
0 4 1
EB WB NB SB Total East
4:45 PM 4 0 0 0 4
0 0 2
HV% 0% 0% 2% 0% 0% 0% 0% 100%
2 0
4:15 PM 2 4 0 0 6 0 0
0 0 0 1 2 0
West North South
4:00 PM 2 2 0
0 10 2 2 541 8 1 10 1 1 0 2 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 0% 0% - 0% 0% 0% 2%
Peak
Hour
All 1 7 691
19 1 17 2 6 0
8 0 0 0 1 0 0 0 0 0 20 0
5 1,283 0
HV 0 0 11 0 0
Count Total 3 13 1,312 18 3 4 1,023 7 1 8 2,437 0
1 2 111 4 0 3 1 2 0 0 0 1 266 1,179
1 0 0 281 1,215
5:45 PM 0 3 137 1
1 0 0 0 3 0
327 1,283
5:30 PM 1 1 163 1 0 0 110
0 0 142 2 1 3 1 0 0 1 0 1
1 0 1 305 1,255
5:15 PM 0 1 172 3
2 0 4 0 0 0
302 1,258
5:00 PM 0 1 160 2 0 0 134
0 1 123 1 0 2 0 1 0 0 1 1
0 0 2 349 0
4:45 PM 0 2 167 3
3 0 1 0 0 0
299 0
4:30 PM 1 3 192 2 2 1 142
0 0 126 3 0 2 0 0 0 2 0 1
2 0 1 308 0
4:15 PM 1 2 157 5
4:00 PM 0 0 164 1 0 0 135 3 0 2 0 0 0

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

UT LT TH RT
Interval
Start
Main St Main St David Ave David Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 1.00
TOTAL 1.6% 0.92
TH RT
WB 1.4% 0.93
NB 7.7% 0.65
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 1.6% 0.90
0 0
0 0
00 00
0 0
0 0
1 4
0 2
N
David Ave
Main St
Main St
David Ave
Main St
David Ave
TEV: 1,283
PHF: 0.92
5 1
2 8
16 0
8 541
2 553
696
2 11
10 14
13 1
10 691
7 709
557
1 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
813
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 2 0 0 0 0
0 1 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 0 0 3 0
0 0
1 0
Peak Hour
Count Total 1 0
0 0 1 0 0 0 0 0 2 2
0 0
5:45 PM
0 0 0 0
0 5:30 PM
0 0 0 0 0 0 0
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 1 0
RT
20 0
Interval
Start
Main St Main St David Ave David Ave
15-min
Total
Rolling
One Hour
0 0 8 0 0 0 1 0 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 40 0
Peak Hour 0 0 11 0
Count Total 0 1 20 0 0 0 18 0 0 0 1 0 0
0 0 2 0 0 0 0 0 0 0 0 0 4 20
0 0 0 6 20
5:45 PM 0 1 1 0
0 0 0 0 0 0
5 20
5:30 PM 0 0 4 0 0 0 2
0 0 2 0 0 0 1 0 0 0 0 0
0 0 0 5 21
5:15 PM 0 0 2 0
0 0 0 0 0 0
4 20
5:00 PM 0 0 3 0 0 0 2
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 6 0
4:45 PM 0 0 4 0
0 0 0 0 0 0
6 0
4:30 PM 0 0 2 0 0 0 4
0 0 4 0 0 0 0 0 0 0 0 0
0 0 0 4 0
4:15 PM 0 0 2 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 2 0 0 0 2

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
814
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 1
0 0
3 1
2 2
11 1 0 5 0 0 5 1 6
8 2
Peak Hour 17 19 1 0 37 1 3
Count Total 59 49 2 2 112 1 3 1 0 5 0 1
8:45 AM 10 6 0 0 16 0 0 0 0 0 0 0 2 0
0 0 0 0 2 0
0 8:30 AM 7 3 0 0 10 0 0 0
0 0 1 0 0 1
2 1
8:15 AM 3 7 0 0 10 1 0
1 0 0 1 0 0
0 0 0
8:00 AM 4 7 0 0 11 0
0 2 1 0 3 0
0 0 0
0 7:30 AM 3 4 1 0 8 0 0 0
0 0 0 0 0 1
0 26 0
EB WB NB SB Total East
7:45 AM 3 2 1 0 6
0 0 0
HV% - 0% 4% 17% - 0% 0% 0%
0 1
7:15 AM 8 15 0 2 25 0 0
0 0 0 0 0 1
West North South
7:00 AM 21 5 0
0 12 0 8 572 9 1 10 3 3 0 13 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 3% 11% 33% - 0% 0% 0% 3%
Peak
Hour
All 0 11 411
12 1 19 5 5 0
18 1 0 0 0 1 0 0 0 0 37 0
18 1,072 0
HV 0 0 15 2 0
Count Total 0 14 688 16 0 10 909 17 2 28 1,726 0
0 0 94 1 0 1 1 1 0 0 0 0 182 1,001
0 1 0 261 1,072
8:45 AM 0 0 81 3
2 0 1 1 1 0
292 1,008
8:30 AM 0 0 108 7 0 2 138
0 3 157 2 0 2 0 1 0 3 0 2
3 0 9 266 873
8:15 AM 0 0 120 2
3 1 3 0 0 0
253 725
8:00 AM 0 1 101 1 0 2 142
0 1 135 2 0 4 2 1 0 7 0 7
1 1 5 197 0
7:45 AM 0 10 82 2
2 0 4 1 0 0
157 0
7:30 AM 0 0 84 0 0 1 98
0 1 90 0 0 3 0 1 0 1 0 3
2 0 2 118 0
7:15 AM 0 0 58 0
7:00 AM 0 3 54 1 0 0 55 0 0 1 0 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Rendon Ave Rendon Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.57
TOTAL 3.5% 0.92
TH RT
WB 3.2% 0.91
NB 5.9% 0.61
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 3.9% 0.89
0 1
0 0
00 10
0 0
3 0
5 1
0 0
N
Rendon Ave
Main St
Main St
Rendon Ave
Main St
Rendon Ave
TEV: 1,072
PHF: 0.92
18 1
13 32
23 0
9 572
8 589
427
0 33
10 22
17 1
12 411
11 434
600
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
815
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 0 3 0
0 1 0 0 3 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 1 0
0 0 0
0 LT TH
1 0 0 0 0 0 5
1 0 0 0 5 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 2
0 5
8:45 AM
0 0 0 0
5 8:30 AM
0 0 0 0 0 0 1
1 4
8:15 AM
0 0 0
0 1 0
0 0 0
0 0 0
3 8:00 AM
1 0 0 3
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
7:00 AM 0 0
RT
37 0
Interval
Start
Main St Main St Rendon Ave Rendon Ave
15-min
Total
Rolling
One Hour
0 0 18 1 0 0 0 1 0 0 0 0

LT TH RT RT LT TH RT
0 0 2 112 0
Peak Hour 0 0 15 2
Count Total 0 0 56 3 0 0 48 1 0 1 0 1 0
0 0 6 0 0 0 0 0 0 0 0 0 16 47
0 0 0 10 37
8:45 AM 0 0 10 0
0 0 0 0 0 0
10 35
8:30 AM 0 0 6 1 0 0 3
0 0 7 0 0 0 0 0 0 0 0 0
0 0 0 11 50
8:15 AM 0 0 3 0
1 0 0 0 0 0
6 65
8:00 AM 0 0 4 0 0 0 6
0 0 2 0 0 0 0 1 0 0 0 0
0 0 0 8 0
7:45 AM 0 0 2 1
0 0 1 0 0 0
25 0
7:30 AM 0 0 3 0 0 0 4
0 0 15 0 0 0 0 0 0 0 0 2
0 0 0 26 0
7:15 AM 0 0 8 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 20 1 0 0 5

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
816
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
4 9
2 1
6 5
1 3
31 0 0 2 3 0 4 7 14
11 11
Peak Hour 11 7 0 0 18 2 0
Count Total 18 17 0 0 35 7 0 0 0 7 9 0
5:45 PM 2 2 0 0 4 4 0 0 0 4 1 0 1 1
0 0 0 0 0 1
3 5:30 PM 3 2 0 0 5 0 0 0
0 0 1 2 0 0
1 4
5:15 PM 2 2 0 0 4 1 0
0 0 0 0 1 0
0 1 0
5:00 PM 3 2 0 0 5 0
0 0 0 0 0 0
0 2 0
0 4:30 PM 2 3 0 0 5 1 0 0
0 0 0 5 0 4
0 3 1
EB WB NB SB Total East
4:45 PM 4 0 0 0 4
0 1 0
HV% - 0% 2% 0% - - 0% 0%
2 2
4:15 PM 1 4 0 0 5 0 0
0 0 0 1 0 0
West North South
4:00 PM 1 2 0
0 34 0 18 518 12 0 16 4 11 0 6 3
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 0% 0% - 0% 0% 0% 1%
Peak
Hour
All 0 10 655
23 0 31 5 19 0
7 0 0 0 0 0 0 0 0 0 18 0
12 1,299 0
HV 0 0 11 0 0
Count Total 0 17 1,246 60 0 35 999 12 4 17 2,468 0
0 2 117 1 0 5 0 2 0 2 1 0 269 1,205
3 0 1 294 1,244
5:45 PM 0 2 133 4
2 0 2 1 3 0
331 1,299
5:30 PM 0 1 156 8 0 8 109
0 1 129 4 0 6 0 4 0 4 2 6
2 0 3 311 1,264
5:15 PM 0 3 164 8
2 0 2 1 4 0
308 1,263
5:00 PM 0 2 155 8 0 2 130
0 5 118 4 0 6 1 3 0 0 1 0
0 0 3 349 0
4:45 PM 0 4 157 9
2 0 2 2 0 0
296 0
4:30 PM 0 1 179 9 0 10 141
0 6 122 2 0 5 0 2 0 0 0 1
1 0 3 310 0
4:15 PM 0 2 148 8
4:00 PM 0 2 154 6 0 1 133 6 0 3 0 1 0

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

UT LT TH RT
Interval
Start
Main St Main St Rendon Ave Rendon Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.44
TOTAL 1.4% 0.93
TH RT
WB 1.3% 0.90
NB 0.0% 0.78
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 1.6% 0.92
0 2
0 0
00 00
0 0
0 0
4 7
0 3
N
Rendon Ave
Main St
Main St
Rendon Ave
Main St
Rendon Ave
TEV: 1,299
PHF: 0.93
12 3
6 21
26 0
12 518
18 548
672
0 11
4 16
55 31
0 34
655
10 699
546
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
817
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 2 0 0 0 0
1 5 1 0 0 0
0 1 0 0
0 0
0 0 0
1 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 2
0 0 0 0 7 0
0 0
0 0
Peak Hour
Count Total 0 0
0 1 2 1 0 0 0 0 4 5
0 1
5:45 PM
0 0 0 0
2 5:30 PM
0 0 0 0 0 0 1
0 1
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
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
4:00 PM 1 0
RT
18 0
Interval
Start
Main St Main St Rendon Ave Rendon 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
0 0 0 35 0
Peak Hour 0 0 11 0
Count Total 0 0 18 0 0 0 17 0 0 0 0 0 0
0 0 2 0 0 0 0 0 0 0 0 0 4 18
0 0 0 5 18
5:45 PM 0 0 2 0
0 0 0 0 0 0
4 18
5:30 PM 0 0 3 0 0 0 2
0 0 2 0 0 0 0 0 0 0 0 0
0 0 0 5 19
5:15 PM 0 0 2 0
0 0 0 0 0 0
4 17
5:00 PM 0 0 3 0 0 0 2
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 5 0
4:45 PM 0 0 4 0
0 0 0 0 0 0
5 0
4:30 PM 0 0 2 0 0 0 3
0 0 4 0 0 0 0 0 0 0 0 0
0 0 0 3 0
4:15 PM 0 0 1 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 2

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
818
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
0 2
0 2
4 4
0 2
14 0 1 4 1 1 7 1 10
9 2
Peak Hour 16 18 5 0 39 0 3
Count Total 58 48 14 2 122 0 3 0 1 4 1 2
8:45 AM 10 7 2 1 20 0 0 0 0 0 0 1 0 1
0 1 0 0 0 0
1 8:30 AM 5 5 0 0 10 0 1 0
0 0 0 0 0 3
3 0
8:15 AM 4 6 2 0 12 0 0
0 0 1 1 0 1
0 1 0
8:00 AM 4 3 2 0 9 0
0 2 0 0 2 1
0 0 0
0 7:30 AM 4 5 1 0 10 0 0 0
0 0 0 0 0 2
1 29 0
EB WB NB SB Total East
7:45 AM 3 4 1 0 8
0 0 0
HV% - 0% 4% 2% - - 5% 6%
0 0
7:15 AM 8 12 4 0 24 0 0
0 0 0 0 0 0
West North South
7:00 AM 20 6 2
1 92 0 28 491 5 0 74 17 27 0 12 32
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
4% 3% 0% 0% - 0% 0% 0% 3%
Peak
Hour
All 0 3 337
11 0 134 38 39 0
17 0 0 4 1 0 0 0 0 0 39 0
7 1,125 0
HV 0 0 14 2 0
Count Total 0 6 553 146 0 43 782 16 49 12 1,829 0
0 5 77 0 0 19 3 2 0 2 3 1 184 1,053
2 7 1 283 1,125
8:45 AM 0 1 52 19
2 0 14 2 9 0
289 1,070
8:30 AM 0 1 82 29 0 12 122
0 5 119 1 0 28 2 7 0 2 5 3
3 12 2 297 954
8:15 AM 0 0 91 26
0 0 13 4 7 0
256 776
8:00 AM 0 2 92 16 0 6 140
0 5 110 2 0 19 9 4 0 5 8 1
2 12 0 228 0
7:45 AM 0 0 72 21
3 0 18 10 3 0
173 0
7:30 AM 0 1 68 10 0 4 97
0 2 77 2 0 13 7 6 0 0 0 1
0 2 3 119 0
7:15 AM 0 1 47 17
7:00 AM 0 0 49 8 0 4 40 1 0 10 1 1 0

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

UT LT TH RT
Interval
Start
Main St Main St S Golden Gate Ave S Golden Gate Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.75
TOTAL 3.5% 0.95
TH RT
WB 3.4% 0.90
NB 4.2% 0.80
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 3.7% 0.92
0 0
0 1
00 00
0 0
3 0
7 1
1 1
N
S Golden Gate Ave
Main St
Main St
S Golden Gate
Ave
Main StS Golden Gate Ave
TEV: 1,125
PHF: 0.95
7 32
12 51
25 0
5 491
28 524
376
0 74
1727
152
118
0 92
337
3 432
572
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
819
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 1
0 1 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 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 1 4
0 0 0 1 4 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 2
1 4
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
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 2 0
7:00 AM 0 0
RT
39 0
Interval
Start
Main St Main St S Golden Gate Ave S Golden Gate Ave
15-min
Total
Rolling
One Hour
0 1 17 0 0 4 1 0 0 0 0 0

LT TH RT RT LT TH RT
0 1 1 122 0
Peak Hour 0 0 14 2
Count Total 0 1 50 7 0 4 42 2 0 10 2 2 0
0 2 5 0 0 1 1 0 0 0 1 0 20 51
0 0 0 10 39
8:45 AM 0 1 9 0
0 0 0 0 0 0
12 39
8:30 AM 0 0 4 1 0 0 5
0 0 6 0 0 2 0 0 0 0 0 0
0 0 0 9 51
8:15 AM 0 0 4 0
0 0 1 1 0 0
8 71
8:00 AM 0 0 3 1 0 0 3
0 1 3 0 0 1 0 0 0 0 0 0
0 0 0 10 0
7:45 AM 0 0 3 0
0 0 1 0 0 0
24 0
7:30 AM 0 0 4 0 0 0 5
0 0 11 1 0 2 0 2 0 0 0 0
0 0 1 29 0
7:15 AM 0 0 5 3
1 0 2 0 0 0
TH RT
7:00 AM 0 0 18 2 0 1 4

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
820
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
4 4
2 5
5 0
7 4
31 0 0 1 0 4 4 4 12
14 8
Peak Hour 11 6 6 0 23 1 0
Count Total 21 13 12 0 46 2 1 2 0 5 2 7
5:45 PM 3 2 0 0 5 1 0 0 0 1 0 0 1 3
0 2 2 0 5 0
0 5:30 PM 4 2 1 0 7 0 0 2
0 0 0 0 0 0
0 1
5:15 PM 1 0 2 0 3 0 0
0 0 0 0 0 4
0 2 3
5:00 PM 4 3 1 0 8 0
0 0 0 0 0 0
0 2 0
1 4:30 PM 2 3 2 0 7 1 0 0
0 0 0 0 2 1
0 4 0
EB WB NB SB Total East
4:45 PM 4 0 1 0 5
0 1 0
HV% - 0% 2% 1% - - 3% 0%
3 0
4:15 PM 2 1 4 0 7 0 0
1 0 0 1 0 1
West North South
4:00 PM 1 2 1
1 190 0 23 399 9 0 128 23 24 0 13 30
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
4% 1% 0% 8% - 0% 0% 0% 2%
Peak
Hour
All 0 8 486
14 0 238 51 47 0
5 0 0 4 0 2 0 0 0 0 23 0
8 1,341 0
HV 0 0 9 2 0
Count Total 0 19 956 336 0 44 789 22 50 17 2,583 0
0 3 88 0 0 27 8 5 0 2 4 3 283 1,255
2 4 3 308 1,294
5:45 PM 0 3 106 34
4 0 23 6 7 0
339 1,341
5:30 PM 0 2 121 46 0 0 90
0 6 104 0 0 26 8 6 0 7 12 2
3 5 1 325 1,315
5:15 PM 0 0 120 48
5 0 33 3 5 0
322 1,328
5:00 PM 0 0 120 50 0 5 95
0 5 96 3 0 31 5 6 0 2 6 0
1 7 5 355 0
4:45 PM 0 3 116 49
1 0 38 7 7 0
313 0
4:30 PM 0 5 130 43 0 7 104
0 10 97 0 0 29 5 6 0 2 7 2
3 5 1 338 0
4:15 PM 0 2 119 34
4:00 PM 0 4 124 32 0 8 115 1 0 31 9 5 0

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

UT LT TH RT
Interval
Start
Main St Main St S Golden Gate Ave S Golden Gate Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.61
TOTAL 1.7% 0.94
TH RT
WB 1.4% 0.96
NB 3.4% 0.84
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 1.6% 0.96
0 1
0 0
00 00
0 0
0 0
4 4
4 0
N
S Golden Gate Ave
Main St
Main St
S Golden Gate
Ave
Main StS Golden Gate Ave
TEV: 1,341
PHF: 0.94
8 30
13 51
40 0
9 399
23 431
523
0 2324
128
243
175
0 190
486
8 684
535
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
821
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 0 0 0
0 1 1 0 1 0
0 0 0 0
0 0
0 0 0
1 LT TH
1 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 1
0 1 1 0 5 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 1 0 0 0 0 1 3
2 2
5:45 PM
0 1 1 0
1 5:30 PM
0 0 0 0 0 0 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
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
4:00 PM 1 0
RT
23 0
Interval
Start
Main St Main St S Golden Gate Ave S Golden Gate Ave
15-min
Total
Rolling
One Hour
0 1 5 0 0 4 0 2 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 46 0
Peak Hour 0 0 9 2
Count Total 0 0 16 5 0 1 12 0 0 8 0 4 0
0 0 2 0 0 0 0 0 0 0 0 0 5 23
0 0 0 7 23
5:45 PM 0 0 2 1
0 0 0 0 1 0
3 23
5:30 PM 0 0 3 1 0 0 2
0 0 0 0 0 2 0 0 0 0 0 0
0 0 0 8 27
5:15 PM 0 0 1 0
0 0 1 0 0 0
5 23
5:00 PM 0 0 3 1 0 0 3
0 0 0 0 0 0 0 1 0 0 0 0
0 0 0 7 0
4:45 PM 0 0 3 1
0 0 1 0 1 0
7 0
4:30 PM 0 0 2 0 0 1 2
0 0 1 0 0 4 0 0 0 0 0 0
0 0 0 4 0
4:15 PM 0 0 1 1
0 0 0 0 1 0
TH RT
4:00 PM 0 0 1 0 0 0 2

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
822
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
0 0
0 1
1 9
1 1
13 0 0 3 0 0 9 3 12
9 3
Peak Hour 16 14 2 1 33 0 3
Count Total 51 42 2 1 96 0 3 0 0 3 1 0
8:45 AM 9 7 0 0 16 0 0 0 0 0 1 0 0 0
0 1 0 0 1 0
2 8:30 AM 5 3 1 0 9 0 1 0
0 0 0 0 0 7
1 0
8:15 AM 5 5 0 0 10 0 0
0 0 0 0 0 0
0 0 1
8:00 AM 4 3 0 1 8 0
0 2 0 0 2 0
0 0 0
0 7:30 AM 2 3 0 0 5 0 0 0
0 0 0 0 0 0
0 20 0
EB WB NB SB Total East
7:45 AM 2 3 1 0 6
0 0 0
HV% - 0% 4% 13% - - 0% 0%
0 0
7:15 AM 8 14 0 0 22 0 0
0 0 0 0 0 0
West North South
7:00 AM 16 4 0
1 15 0 13 515 3 0 8 1 5 0 6 3
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
8% 2% 33% 40% - 0% 0% 8% 4%
Peak
Hour
All 0 2 351
5 0 16 3 6 0
12 1 0 0 0 2 0 0 0 1 33 0
13 935 0
HV 0 0 14 2 0
Count Total 0 22 557 23 0 16 804 9 5 19 1,485 0
0 2 74 0 0 3 0 0 0 2 1 3 150 881
3 1 9 243 935
8:45 AM 0 4 59 2
0 0 3 0 1 0
243 860
8:30 AM 0 1 91 4 0 4 126
0 4 133 1 0 4 0 0 0 2 1 2
1 1 1 245 756
8:15 AM 0 0 92 4
1 0 1 0 3 0
204 604
8:00 AM 0 0 96 4 0 1 136
0 4 120 1 0 0 1 1 0 0 0 1
1 1 1 168 0
7:45 AM 0 1 72 3
1 0 0 1 0 0
139 0
7:30 AM 0 5 61 2 0 1 94
0 0 74 1 0 4 1 1 0 0 0 1
0 0 1 93 0
7:15 AM 0 10 47 0
7:00 AM 0 1 39 4 0 0 47 0 0 1 0 0 0

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

UT LT TH RT
Interval
Start
Main St Main St Windsor Ave Windsor Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 4.5% 0.42
TOTAL 3.5% 0.95
TH RT
WB 2.6% 0.96
NB 14.3% 0.88
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 4.3% 0.92
0 0
0 0
00 00
0 0
3 0
9 3
0 0
N
Windsor Ave
Main St
Main St
Windsor Ave
Main St
Windsor Ave
TEV: 935
PHF: 0.95
13 3
6 22
6 0
3 515
13 531
362
0 8
15 31
14 0
15 351
2 368
536
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
823
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 1 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 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 3
0 0 0 0 3 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 1
1 3
8:45 AM
0 0 0 0
2 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
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 2 0
7:00 AM 0 0
RT
33 0
Interval
Start
Main St Main St Windsor Ave Windsor Ave
15-min
Total
Rolling
One Hour
0 1 12 1 0 0 0 2 0 0 0 1

LT TH RT RT LT TH RT
0 0 1 96 0
Peak Hour 0 0 14 2
Count Total 0 0 46 5 0 1 40 1 0 0 0 2 0
0 0 7 0 0 0 0 0 0 0 0 0 16 43
0 0 0 9 33
8:45 AM 0 0 9 0
0 0 0 0 1 0
10 29
8:30 AM 0 0 5 0 0 1 2
0 0 5 0 0 0 0 0 0 0 0 0
0 0 1 8 41
8:15 AM 0 0 5 0
0 0 0 0 0 0
6 53
8:00 AM 0 0 3 1 0 0 3
0 0 2 1 0 0 0 1 0 0 0 0
0 0 0 5 0
7:45 AM 0 0 1 1
0 0 0 0 0 0
22 0
7:30 AM 0 0 2 0 0 0 3
0 0 14 0 0 0 0 0 0 0 0 0
0 0 0 20 0
7:15 AM 0 0 8 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 13 3 0 0 4

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
824
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
4 0
5 3
0 0
6 2
20 0 0 4 0 0 6 6 12
9 9
Peak Hour 10 5 0 1 16 1 3
Count Total 19 9 0 2 30 1 3 0 0 4 2 0
5:45 PM 3 1 0 1 5 0 0 0 0 0 0 0 1 1
0 0 2 0 2 2
0 5:30 PM 2 1 0 0 3 0 0 0
0 0 0 0 0 0
0 0
5:15 PM 2 0 0 0 2 0 0
0 0 0 0 0 0
0 0 3
5:00 PM 2 2 0 0 4 0
0 2 0 0 2 0
0 2 3
0 4:30 PM 2 3 0 1 6 1 0 0
0 0 0 0 0 0
0 5 0
EB WB NB SB Total East
4:45 PM 4 0 0 0 4
0 1 0
HV% - 29% 2% 0% - - 0% -
4 0
4:15 PM 1 0 0 0 1 0 0
1 0 0 1 0 0
West North South
4:00 PM 3 2 0
0 26 0 4 417 4 0 11 0 5 0 4 2
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 0% 0% - 0% 0% 14% 2%
Peak
Hour
All 0 7 500
9 0 24 3 7 0
5 0 0 0 0 0 0 0 0 1 16 0
7 987 0
HV 0 2 8 0 0
Count Total 0 21 937 62 1 9 797 7 3 17 1,897 0
0 3 81 0 0 3 0 1 0 1 0 3 200 910
0 0 2 231 946
5:45 PM 0 2 99 7
2 0 4 2 0 0
251 969
5:30 PM 0 3 112 13 0 1 92
0 0 103 1 0 4 0 1 0 0 0 4
2 1 1 228 963
5:15 PM 0 6 123 9
2 0 2 1 0 0
236 987
5:00 PM 0 3 103 7 1 1 104
0 2 101 1 0 2 0 1 0 0 0 1
2 1 1 254 0
4:45 PM 0 1 117 10
0 0 2 0 2 0
245 0
4:30 PM 0 4 130 4 0 1 107
0 1 100 1 0 3 0 0 0 1 1 3
1 0 2 252 0
4:15 PM 0 0 128 7
4:00 PM 0 2 125 5 0 0 109 2 0 4 0 2 0

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

UT LT TH RT
Interval
Start
Main St Main St Windsor Ave Windsor Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 7.7% 0.65
TOTAL 1.6% 0.97
TH RT
WB 1.2% 0.96
NB 0.0% 0.67
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 1.9% 0.97
0 1
0 0
00 00
0 0
3 0
6 6
0 0
N
Windsor Ave
Main St
Main St
Windsor Ave
Main St
Windsor Ave
TEV: 987
PHF: 0.97
7 2
4 13
11 0
4 417
4 425
509
0 05
11 32
16 0
26 500
7 533
435
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
825
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 0 3 0
0 1 0 0 3 0
0 0 0 0
0 0
0 0 0
1 LT TH
1 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 4
0 0 0 0 4 0
0 0
0 0
Peak Hour
Count Total 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 0
0 3
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
4 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 0 0 0
0 0
0 2 0
4:00 PM 1 0
RT
16 0
Interval
Start
Main St Main St Windsor Ave Windsor Ave
15-min
Total
Rolling
One Hour
0 0 5 0 0 0 0 0 0 0 0 1

LT TH RT RT LT TH RT
0 0 2 30 0
Peak Hour 0 2 8 0
Count Total 0 3 16 0 0 0 9 0 0 0 0 0 0
0 0 1 0 0 0 0 0 0 0 0 1 5 14
0 0 0 3 13
5:45 PM 0 0 3 0
0 0 0 0 0 0
2 16
5:30 PM 0 0 2 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 4 15
5:15 PM 0 0 2 0
0 0 0 0 0 0
4 16
5:00 PM 0 1 1 0 0 0 2
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 6 0
4:45 PM 0 0 4 0
0 0 0 0 0 0
1 0
4:30 PM 0 1 1 0 0 0 3
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 5 0
4:15 PM 0 0 1 0
0 0 0 0 0 0
TH RT
4:00 PM 0 1 2 0 0 0 2

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
826
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
0 0
0 1
7 15
1 0
24 1 0 4 11 1 10 2 24
10 2
Peak Hour 18 16 1 0 35 0 3
Count Total 52 41 5 0 98 0 3 1 0 4 11 1
8:45 AM 11 7 1 0 19 0 0 0 0 0 0 0 0 0
0 2 1 0 0 0
0 8:30 AM 7 3 1 0 11 0 1 1
0 0 0 8 0 7
3 1
8:15 AM 6 6 0 0 12 0 0
0 0 0 0 2 1
0 0 1
8:00 AM 3 3 0 0 6 0
0 2 0 0 2 0
0 0 0
0 7:30 AM 2 3 0 0 5 0 0 0
0 0 0 0 0 0
0 17 0
EB WB NB SB Total East
7:45 AM 2 4 0 0 6
0 0 0
HV% - 25% 5% 0% - - 0% 0%
0 0
7:15 AM 8 13 1 0 22 0 0
0 0 0 0 0 0
West North South
7:00 AM 13 2 2
0 4 0 29 466 3 0 11 7 52 0 19 18
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 3% 0% 2% - 0% 0% 0% 3%
Peak
Hour
All 0 4 333
5 0 21 8 65 0
16 0 0 0 0 1 0 0 0 0 35 0
61 1,007 0
HV 0 1 17 0 0
Count Total 0 9 542 7 0 40 736 24 21 81 1,559 0
0 6 65 1 0 2 0 12 0 3 2 13 171 959
6 8 20 250 1,007
8:45 AM 0 2 63 2
1 0 5 2 6 0
277 925
8:30 AM 0 1 79 1 0 11 110
0 6 116 1 0 1 2 23 0 5 9 22
3 1 16 261 772
8:15 AM 0 1 90 1
0 0 4 1 14 0
219 600
8:00 AM 0 2 95 2 0 5 118
0 7 122 1 0 1 2 9 0 5 0 3
1 1 5 168 0
7:45 AM 0 0 69 0
0 0 0 0 1 0
124 0
7:30 AM 0 1 61 1 0 2 95
0 1 66 0 0 6 0 0 0 1 0 1
0 0 1 89 0
7:15 AM 0 2 47 0
7:00 AM 0 0 38 0 0 2 44 1 0 2 1 0 0

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

UT LT TH RT
Interval
Start
Main St Main St S Netherton Ave S Netherton Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.68
TOTAL 3.5% 0.91
TH RT
WB 3.2% 0.96
NB 1.4% 0.67
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 5.3% 0.86
0 0
0 0
00 00
1 1
2 0
10 2
1 11
N
S Netherton Ave
Main St
Main St
S Netherton Ave
Main St S Netherton Ave
TEV: 1,007
PHF: 0.91
61 18
19 98
14 0
3 466
29 498
404
0 52
7 11
51 70
0 4
333
4 341
538
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
827
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 1
0 0 0
0 0 0 0 2 1
0 0 0 0 2 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 LT TH
0 0 1 0 0 0 4
0 0 1 0 4 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 2
2 4
8:45 AM
0 0 1 0
2 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
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 2 0
7:00 AM 0 0
RT
35 0
Interval
Start
Main St Main St S Netherton Ave S Netherton Ave
15-min
Total
Rolling
One Hour
0 0 16 0 0 0 0 1 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 98 0
Peak Hour 0 1 17 0
Count Total 0 3 49 0 0 0 41 0 0 3 0 2 0
0 0 7 0 0 0 0 1 0 0 0 0 19 48
0 0 0 11 35
8:45 AM 0 0 11 0
0 0 0 0 1 0
12 29
8:30 AM 0 0 7 0 0 0 3
0 0 6 0 0 0 0 0 0 0 0 0
0 0 0 6 39
8:15 AM 0 0 6 0
0 0 0 0 0 0
6 50
8:00 AM 0 1 2 0 0 0 3
0 0 4 0 0 0 0 0 0 0 0 0
0 0 0 5 0
7:45 AM 0 0 2 0
0 0 0 0 0 0
22 0
7:30 AM 0 0 2 0 0 0 3
0 0 13 0 0 1 0 0 0 0 0 0
0 0 0 17 0
7:15 AM 0 2 6 0
0 0 2 0 0 0
TH RT
7:00 AM 0 0 13 0 0 0 2

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
828
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
0 1
7 5
0 0
0 1
14 1 0 4 6 2 1 4 13
2 4
Peak Hour 8 5 0 0 13 1 2
Count Total 15 10 0 0 25 1 2 1 0 4 6 2
5:45 PM 2 1 0 0 3 0 0 0 0 0 0 0 1 0
0 0 0 0 0 0
0 5:30 PM 2 2 0 0 4 0 0 0
0 0 0 0 0 0
0 0
5:15 PM 2 0 0 0 2 0 0
0 0 0 0 0 0
2 1 2
5:00 PM 1 2 0 0 3 0
0 0 1 0 1 0
0 0 2
0 4:30 PM 1 3 0 0 4 1 1 0
0 0 0 1 0 0
0 3 0
EB WB NB SB Total East
4:45 PM 4 0 0 0 4
0 2 5
HV% - 0% 2% 0% - - 0% 0%
0 0
4:15 PM 2 0 0 0 2 0 0
1 0 0 1 0 0
West North South
4:00 PM 1 2 0
0 27 0 38 387 5 0 21 6 67 0 27 12
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 0% 0% - 0% 0% 0% 1%
Peak
Hour
All 0 11 448
8 0 48 12 137 0
5 0 0 0 0 0 0 0 0 0 13 0
48 1,097 0
HV 0 0 8 0 0
Count Total 0 15 870 45 0 76 742 33 19 58 2,063 0
0 6 80 0 0 4 1 17 0 0 2 3 218 966
1 1 0 243 1,023
5:45 PM 0 0 99 6
0 0 9 1 20 0
256 1,058
5:30 PM 0 1 109 1 0 12 88
0 9 91 0 0 9 3 10 0 2 2 4
3 2 3 249 1,073
5:15 PM 0 1 121 4
3 0 5 1 23 0
275 1,097
5:00 PM 0 2 93 7 0 11 96
0 10 97 0 0 6 2 19 0 12 2 11
5 7 12 278 0
4:45 PM 0 3 107 6
2 0 3 0 18 0
271 0
4:30 PM 0 1 116 9 0 6 99
0 10 90 1 0 6 1 16 0 6 2 13
4 1 12 273 0
4:15 PM 0 3 117 6
4:00 PM 0 4 108 6 0 12 101 2 0 6 3 14 0

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

UT LT TH RT
Interval
Start
Main St Main St S Netherton Ave S Netherton Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.87
TOTAL 1.2% 0.99
TH RT
WB 1.2% 0.93
NB 0.0% 0.87
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 1.6% 0.96
0 1
0 0
00 10
0 1
0 1
1 4
2 6
N
S Netherton Ave
Main St
Main St
S Netherton Ave
Main St S Netherton Ave
TEV: 1,097
PHF: 0.99
48 12
27 87
22 0
5 387
38 430
542
0 67
6 21
77 94
0 27
448
11 486
456
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
829
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 1 0 1
0 1 0 1 0 1
0 0 0 0
0 0
0 0 0
1 LT TH
0 1 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
1 LT TH
1 0 0 0 0 0 4
1 0 0 0 4 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 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 3
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
4 5:00 PM
1 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 0
0 0
0 0 0
4:00 PM 1 0
RT
13 0
Interval
Start
Main St Main St S Netherton Ave S Netherton Ave
15-min
Total
Rolling
One Hour
0 0 5 0 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 25 0
Peak Hour 0 0 8 0
Count Total 0 1 13 1 0 0 10 0 0 0 0 0 0
0 0 1 0 0 0 0 0 0 0 0 0 3 12
0 0 0 4 13
5:45 PM 0 0 2 0
0 0 0 0 0 0
2 13
5:30 PM 0 1 1 0 0 0 2
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 3 13
5:15 PM 0 0 2 0
0 0 0 0 0 0
4 13
5:00 PM 0 0 0 1 0 0 2
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 4 0
4:45 PM 0 0 4 0
0 0 0 0 0 0
2 0
4:30 PM 0 0 1 0 0 0 3
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 3 0
4:15 PM 0 0 2 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 2

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
830
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 1
0 1
7 20
2 1
33 0 0 2 13 0 13 4 30
13 7
Peak Hour 20 15 0 1 36 1 1
Count Total 51 38 1 4 94 1 1 0 0 2 13 0
8:45 AM 10 4 0 3 17 0 0 0 0 0 0 0 0 1
0 0 0 0 1 1
2 8:30 AM 9 6 0 0 15 0 0 0
0 0 1 10 0 8
3 1
8:15 AM 6 4 0 0 10 1 0
0 0 0 0 3 0
0 1 0
8:00 AM 2 4 0 1 7 0
0 1 0 0 1 0
0 0 0
1 7:30 AM 1 5 0 0 6 0 0 0
0 0 0 0 0 0
0 19 0
EB WB NB SB Total East
7:45 AM 3 1 0 0 4
0 0 0
HV% - 2% 6% 20% 0% - 0% 0%
0 1
7:15 AM 5 10 1 0 16 0 0
0 0 0 0 0 0
West North South
7:00 AM 15 4 0
1 5 1 11 432 51 0 3 3 6 0 24 5
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
9% 3% 0% 0% - 4% 0% 0% 4%
Peak
Hour
All 0 105 288
62 0 7 3 8 1
14 0 0 0 0 0 0 1 0 0 36 0
49 983 0
HV 0 2 17 1 0
Count Total 1 113 486 8 2 14 686 28 5 58 1,482 0
0 2 55 1 0 0 0 0 1 3 0 7 135 901
5 1 15 229 983
8:45 AM 0 4 59 3
9 0 0 0 3 0
259 921
8:30 AM 0 18 72 1 0 3 102
0 2 105 14 0 0 2 1 0 4 4 10
9 0 16 278 775
8:15 AM 0 43 73 1
20 0 2 1 1 0
217 581
8:00 AM 0 36 77 0 0 4 112
1 2 113 8 0 1 0 1 0 6 0 8
1 0 1 167 0
7:45 AM 0 8 66 3
5 0 1 0 0 0
113 0
7:30 AM 0 3 61 0 0 0 95
1 1 61 5 0 2 0 2 0 0 0 1
0 0 0 84 0
7:15 AM 0 0 40 0
7:00 AM 1 1 38 0 0 0 43 0 0 1 0 0 0

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

UT LT TH RT
Interval
Start
Main St Main St S Broadway Ave S Broadway Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.3% 0.78
TOTAL 3.7% 0.88
TH RT
WB 3.0% 0.91
NB 0.0% 0.75
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 5.0% 0.85
0 1
0 0
00 00
0 0
1 0
13 4
0 13
N
S Broadway Ave
Main St
Main St
S Broadway Ave
Main St S Broadway Ave
TEV: 983
PHF: 0.88
49 5
24 78
159
0 51
432
11 495
319
1 3
36 21
12 0
5 288
105
398
484
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
831
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 0 1 0
0 1 0 0 1 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 2
0 0 0 0 2 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 1
0 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 1 0
0 0 0
0 0 0
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
7:00 AM 0 0
RT
36 0
Interval
Start
Main St Main St S Broadway Ave S Broadway Ave
15-min
Total
Rolling
One Hour
0 1 14 0 0 0 0 0 0 1 0 0

LT TH RT RT LT TH RT
2 0 1 94 0
Peak Hour 0 2 17 1
Count Total 0 2 47 2 0 1 37 0 0 1 0 0 1
0 0 4 0 0 0 0 0 1 1 0 1 17 49
0 0 0 15 36
8:45 AM 0 0 9 1
0 0 0 0 0 0
10 27
8:30 AM 0 0 9 0 0 1 5
0 0 4 0 0 0 0 0 0 0 0 0
1 0 0 7 33
8:15 AM 0 2 4 0
0 0 0 0 0 0
4 45
8:00 AM 0 0 2 0 0 0 4
0 0 1 0 0 0 0 0 0 0 0 0
0 0 0 6 0
7:45 AM 0 0 2 1
0 0 0 0 0 0
16 0
7:30 AM 0 0 1 0 0 0 5
0 0 10 0 0 1 0 0 0 0 0 0
0 0 0 19 0
7:15 AM 0 0 5 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 15 0 0 0 4

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
832
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 11
9 3
2 1
2 0
30 0 0 5 3 0 8 14 25
8 19
Peak Hour 7 5 0 0 12 1 4
Count Total 13 9 0 0 22 3 6 0 0 9 3 0
5:45 PM 3 1 0 0 4 0 0 0 0 0 0 0 0 0
0 2 0 0 0 2
1 5:30 PM 1 1 0 0 2 1 1 0
0 0 1 0 0 0
0 2
5:15 PM 2 0 0 0 2 0 1
0 0 0 1 0 0
0 0 3
5:00 PM 0 2 0 0 2 1
0 0 0 0 0 0
0 6 3
7 4:30 PM 1 2 0 0 3 1 1 0
0 0 2 3 0 1
0 3 0
EB WB NB SB Total East
4:45 PM 4 0 0 0 4
0 2 0
HV% - 0% 1% 0% - - 0% 0%
1 1
4:15 PM 1 1 0 0 2 0 2
1 0 0 1 0 0
West North South
4:00 PM 1 2 0
0 6 0 10 392 16 0 12 2 11 1 12 5
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 0% 0% 0% 0% 0% 0% 1%
Peak
Hour
All 0 26 478
28 0 21 4 25 1
5 0 0 0 0 0 0 0 0 0 12 0
14 985 0
HV 0 0 7 0 0
Count Total 0 51 910 22 0 22 749 16 5 32 1,886 0
0 3 82 4 0 3 0 5 0 1 0 1 201 901
0 0 5 226 954
5:45 PM 0 4 94 4
0 0 3 1 2 0
241 976
5:30 PM 0 5 115 5 0 3 87
0 6 90 6 0 0 1 5 0 0 0 7
3 0 5 233 977
5:15 PM 0 11 112 3
2 0 3 0 2 0
254 985
5:00 PM 0 5 111 4 0 0 98
0 3 95 5 0 5 1 3 1 3 2 3
7 1 1 248 0
4:45 PM 0 5 127 1
3 0 4 1 3 0
242 0
4:30 PM 0 5 120 2 0 3 98
0 2 89 5 0 1 0 2 0 2 1 5
0 1 5 241 0
4:15 PM 0 7 127 1
4:00 PM 0 9 104 2 0 2 110 3 0 2 0 3 0

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

UT LT TH RT
Interval
Start
Main St Main St S Broadway Ave S Broadway Ave
15-min
Total

UT LT TH RT
Date: 09/28/2023
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.89
TOTAL 1.2% 0.97
TH RT
WB 1.2% 0.91
NB 0.0% 0.69
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 1.4% 0.94
0 1
0 0
00 00
0 0
4 0
8 14
0 3
N
S Broadway Ave
Main St
Main St
S Broadway Ave
Main St S Broadway Ave
TEV: 985
PHF: 0.97
14 5
12 32
45 1
16 392
10 418
501
0 11
2 12
21 25
0 6
478
26 510
418
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
833
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 1 0
0 0 0
0 1 0 0 4 0
0 3 0 0 6 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 2 0
0 LT TH
0 0 0 0 0 0 5
0 0 0 0 9 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 4
2 4
5:45 PM
0 0 0 0
4 5:30 PM
0 0 0 0 0 0 1
1 5
5:15 PM
0 0 0
0 0 0
0 1 0
0 1 0
5 5:00 PM
0 0 0 0
2 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 2
1 0
0 0 0
4:00 PM 1 0
RT
12 0
Interval
Start
Main St Main St S Broadway Ave S Broadway Ave
15-min
Total
Rolling
One Hour
0 0 5 0 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 22 0
Peak Hour 0 0 7 0
Count Total 0 0 13 0 0 0 9 0 0 0 0 0 0
0 0 1 0 0 0 0 0 0 0 0 0 4 10
0 0 0 2 10
5:45 PM 0 0 3 0
0 0 0 0 0 0
2 11
5:30 PM 0 0 1 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 2 11
5:15 PM 0 0 2 0
0 0 0 0 0 0
4 12
5:00 PM 0 0 0 0 0 0 2
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 3 0
4:45 PM 0 0 4 0
0 0 0 0 0 0
2 0
4:30 PM 0 0 1 0 0 0 2
0 0 1 0 0 0 0 0 0 0 0 0
0 0 0 3 0
4:15 PM 0 0 1 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 2

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
834
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
7 7
2 3
8 7
16 19
69 0 2 2 6 10 2 2 20
7 17
Peak Hour 1 0 0 27 28 0 0
Count Total 3 0 0 56 59 0 0 0 2 2 19 26
8:45 AM 0 0 0 7 7 0 0 0 0 0 7 7 0 5
0 0 3 4 3 6
1 8:30 AM 2 0 0 11 13 0 0 0
0 0 0 1 4 1
1 0
8:15 AM 0 0 0 9 9 0 0
0 0 1 1 5 2
2 0 1
8:00 AM 0 0 0 9 9 0
0 0 0 1 1 0
2 0 0
1 7:30 AM 0 0 0 3 3 0 0 0
0 0 0 3 2 1
6 6 0
EB WB NB SB Total East
7:45 AM 1 0 0 6 7
0 0 0
HV% - - 0% 2% - - - -
1 3
7:15 AM 0 0 0 5 5 0 0
0 0 0 0 0 3
West North South
7:00 AM 0 0 0
0 44 0 0 0 0 0 0 0 0 0 166 1,169
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - - - 1% 2% - 2%
Peak
Hour
All 0 0 55
0 0 0 0 0 0
0 0 0 0 0 0 0 1 26 0 28 0
0 1,434 0
HV 0 0 0 1 0
Count Total 0 0 97 76 0 0 0 260 2,073 0 2,506 0
0 0 0 0 0 0 0 0 0 15 277 0 310 1,348
23 256 0 304 1,421
8:45 AM 0 0 8 10
0 0 0 0 0 0
404 1,434
8:30 AM 0 0 13 12 0 0 0
0 0 0 0 0 0 0 0 0 30 341 0
31 268 0 330 1,292
8:15 AM 0 0 16 17
0 0 0 0 0 0
383 1,158
8:00 AM 0 0 19 12 0 0 0
0 0 0 0 0 0 0 0 0 64 300 0
41 260 0 317 0
7:45 AM 0 0 11 8
0 0 0 0 0 0
262 0
7:30 AM 0 0 9 7 0 0 0
0 0 0 0 0 0 0 0 0 38 201 0
18 170 0 196 0
7:15 AM 0 0 15 8
7:00 AM 0 0 6 2 0 0 0 0 0 0 0 0 0

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

UT LT TH RT
Interval
Start
W Market St E Market St S Center St S Center St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 2.0% 0.90
TOTAL 2.0% 0.89
TH RT
WB - -
NB - -
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 1.0% 0.75
0 0
0 0
20 00
0 0
0 0
2 2
10 6
N
S Center St
W Market St
E Market St
S Center St
W Market St S Center St
TEV: 1,434
PHF: 0.89
0 1,169
166
1,335
0 0
0 0
0 0
221
0 0
00 1,213
0 0
44 55
0 99
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
835
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 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
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 2 0 2
0 0 0 0 2 0
0 0
0 0
Peak Hour
Count Total 0 2
0 0 0 0 0 0 0 0 0 1
0 2
8:45 AM
0 0 0 0
2 8:30 AM
0 0 0 0 0 0 0
1 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
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 0 0
7:00 AM 0 0
RT
28 0
Interval
Start
W Market St E Market St S Center St S Center St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 1 26 0

LT TH RT RT LT TH RT
1 55 0 59 0
Peak Hour 0 0 0 1
Count Total 0 0 1 2 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 7 0 7 38
0 11 0 13 38
8:45 AM 0 0 0 0
0 0 0 0 0 0
9 28
8:30 AM 0 0 1 1 0 0 0
0 0 0 0 0 0 0 0 0 0 9 0
0 9 0 9 24
8:15 AM 0 0 0 0
0 0 0 0 0 0
7 21
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 1 5 0
0 3 0 3 0
7:45 AM 0 0 0 1
0 0 0 0 0 0
5 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 5 0
0 6 0 6 0
7:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
W Market St E Market St S Center St S Center St
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
836
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
12 8
12 6
25 12
6 13
94 0 1 1 11 28 5 11 55
14 16
Peak Hour 0 0 0 6 6 0 0
Count Total 2 0 0 14 16 0 0 0 2 2 16 48
5:45 PM 0 0 0 1 1 0 0 0 0 0 1 10 2 0
0 0 1 4 1 0
1 5:30 PM 0 0 0 2 2 0 0 0
0 0 0 2 8 1
2 7
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 7 9
3 1 2
5:00 PM 0 0 0 0 0 0
0 0 0 1 1 0
8 1 1
2 4:30 PM 0 0 0 3 3 0 0 0
0 0 0 1 3 2
3 4 0
EB WB NB SB Total East
4:45 PM 0 0 0 3 3
0 0 2
HV% - - 0% 0% - - - -
4 3
4:15 PM 1 0 0 2 3 0 0
0 0 1 1 2 3
West North South
4:00 PM 1 0 0
0 58 0 0 0 0 0 0 0 0 0 56 1,771
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - - - 0% 0% - 0%
Peak
Hour
All 0 0 39
0 0 0 0 0 0
0 0 0 0 0 0 0 0 6 0 6 0
0 1,924 0
HV 0 0 0 0 0
Count Total 0 0 76 121 0 0 0 109 3,271 0 3,577 0
0 0 0 0 0 0 0 0 0 8 296 0 323 1,751
10 392 0 423 1,866
5:45 PM 0 0 12 7
0 0 0 0 0 0
475 1,924
5:30 PM 0 0 8 13 0 0 0
0 0 0 0 0 0 0 0 0 13 441 0
11 495 0 530 1,906
5:15 PM 0 0 9 12
0 0 0 0 0 0
438 1,826
5:00 PM 0 0 8 16 0 0 0
0 0 0 0 0 0 0 0 0 18 396 0
14 439 0 481 0
4:45 PM 0 0 11 13
0 0 0 0 0 0
457 0
4:30 PM 0 0 11 17 0 0 0
0 0 0 0 0 0 0 0 0 15 418 0
20 394 0 450 0
4:15 PM 0 0 5 19
4:00 PM 0 0 12 24 0 0 0 0 0 0 0 0 0

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

UT LT TH RT
Interval
Start
W Market St E Market St S Center St S Center St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.3% 0.90
TOTAL 0.3% 0.91
TH RT
WB - -
NB - -
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 0.0% 0.87
0 0
0 0
10 00
0 0
0 0
5 11
28 11
N
S Center St
W Market St
E Market St
S Center St
W Market St S Center St
TEV: 1,924
PHF: 0.91
0 1,771
56 1,827
0 0
0 0
0 0
95 0
0 00
1,829
0 0
58 39
0 97
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
837
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 1 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 1 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 1 0 1
0 0 0 0 2 0
0 0
0 0
Peak Hour
Count Total 0 2
0 0 0 0 0 0 0 0 0 0
0 1
5:45 PM
0 0 0 0
1 5:30 PM
0 0 0 0 0 0 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
2 5:00 PM
0 0 0 1
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 1 0
RT
6 0
Interval
Start
W Market St E Market St S Center St S Center St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 6 0

LT TH RT RT LT TH RT
2 12 0 16 0
Peak Hour 0 0 0 0
Count Total 0 0 0 2 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0 1 3
0 2 0 2 5
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 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 9
5:15 PM 0 0 0 0
0 0 0 0 0 0
3 13
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 3 0
0 3 0 3 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
3 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 1 1 0
1 2 0 4 0
4:15 PM 0 0 0 1
0 0 0 0 0 0
TH RT
4:00 PM 0 0 0 1 0 0 0

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
838
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
4 5
4 8
7 8
26 11
73 0 0 1 11 16 9 13 49
17 16
Peak Hour 1 0 28 0 29 1 0
Count Total 2 0 48 0 50 3 0 0 0 3 17 23
8:45 AM 1 0 6 0 7 0 0 0 0 0 4 3 3 1
0 0 7 6 7 6
1 8:30 AM 0 0 6 0 6 0 0 0
0 0 1 1 5 1
1 2
8:15 AM 0 0 11 0 11 1 0
0 0 0 0 1 3
2 0 4
8:00 AM 0 0 10 0 10 0
0 0 0 0 0 2
3 0 1
0 7:30 AM 0 0 5 0 5 2 0 0
0 0 0 0 1 4
0 5 0
EB WB NB SB Total East
7:45 AM 1 0 1 0 2
0 2 0
HV% - 0% 1% - - - - 2%
1 1
7:15 AM 0 0 4 0 4 0 0
0 0 0 0 2 0
West North South
7:00 AM 0 0 5
0 0 0 0 0 1 0 0 1,598 100 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - 0% 1% - - - - 2%
Peak
Hour
All 0 96 107
2 0 0 2,690 173 0
0 0 0 0 27 1 0 0 0 0 29 0
0 1,902 0
HV 0 0 1 0 0
Count Total 0 151 211 0 0 0 0 0 0 0 3,227 0
0 0 0 0 0 0 354 16 0 0 0 0 397 1,746
0 0 0 454 1,902
8:45 AM 0 10 17 0
0 0 0 395 22 0
452 1,849
8:30 AM 0 24 13 0 0 0 0
0 0 0 1 0 0 388 19 0 0 0 0
0 0 0 443 1,707
8:15 AM 0 23 21 0
0 0 0 369 20 0
553 1,481
8:00 AM 0 30 24 0 0 0 0
0 0 0 0 0 0 446 39 0 0 0 0
0 0 0 401 0
7:45 AM 0 19 49 0
0 0 0 323 21 0
310 0
7:30 AM 0 16 41 0 0 0 0
0 0 0 1 0 0 240 18 0 0 0 0
0 0 0 217 0
7:15 AM 0 19 32 0
7:00 AM 0 10 14 0 0 0 0 0 0 0 175 18 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S El Dorado St S El Dorado St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB - -
TOTAL 1.5% 0.86
TH RT
WB 0.0% 0.25
NB 1.6% 0.88
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 0.5% 0.75
0 1
0 0
00 00
0 0
0 0
9 13
16 11
N
S El Dorado St
E Market St
E Market St
S El Dorado St
E Market St S El Dorado St
TEV: 1,902
PHF: 0.86
0 0
0 0
1,695
0 1
0 0
1 207
0 100
1,598
0 0
1,698
0 0
107
96 203
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
839
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 0 0 0
1 2 0 0 0 0
0 0 0 0
0 0
0 0 0
1 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 1
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 1
0 0 0 0 3 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 1
0 1
8:45 AM
0 0 0 0
3 8:30 AM
0 0 0 0 0 0 1
0 2
8:15 AM
0 0 0
0 1 0
0 0 0
0 0 0
2 8:00 AM
0 0 0 0
2 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
29 0
Interval
Start
E Market St E Market St S El Dorado St S El Dorado St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 27 1 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 50 0
Peak Hour 0 0 1 0
Count Total 0 1 1 0 0 0 0 0 0 0 46 2 0
0 0 0 0 0 0 6 0 0 0 0 0 7 34
0 0 0 6 29
8:45 AM 0 1 0 0
0 0 0 6 0 0
11 28
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 11 0 0 0 0 0
0 0 0 10 21
8:15 AM 0 0 0 0
0 0 0 9 1 0
2 16
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 0 0
0 0 0 5 0
7:45 AM 0 0 1 0
0 0 0 4 1 0
4 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 4 0 0 0 0 0
0 0 0 5 0
7:15 AM 0 0 0 0
0 0 0 5 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
E Market St E Market St S El Dorado St S El Dorado St
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
840
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
10 15
4 10
12 9
2 2
64 3 0 5 10 16 3 10 39
8 18
Peak Hour 2 0 9 0 11 2 0
Count Total 2 0 18 0 20 3 0 3 0 6 18 20
5:45 PM 0 0 5 0 5 0 0 0 0 0 0 0 2 0
0 0 0 0 0 2
2 5:30 PM 0 0 0 0 0 0 0 0
0 0 1 5 0 2
1 4
5:15 PM 0 0 2 0 2 1 0
0 0 0 0 3 4
5 0 3
5:00 PM 0 0 2 0 2 0
0 0 1 0 1 2
2 1 0
5 4:30 PM 0 0 4 0 4 1 0 0
0 0 0 3 7 0
0 4 1
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 1 1
HV% - 0% 4% - - - - 1%
2 2
4:15 PM 1 0 2 0 3 0 0
0 2 0 3 4 2
West North South
4:00 PM 1 0 3
0 0 0 0 0 0 0 0 1,446 39 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - - - - 1%
Peak
Hour
All 0 67 57
0 0 0 2,594 52 0
0 0 0 0 9 0 0 0 0 0 11 0
0 1,609 0
HV 0 0 2 0 0
Count Total 0 117 111 0 0 0 0 0 0 0 2,874 0
0 0 0 0 0 0 241 2 0 0 0 0 266 1,265
0 0 0 308 1,405
5:45 PM 0 11 12 0
0 0 0 283 2 0
336 1,474
5:30 PM 0 13 10 0 0 0 0
0 0 0 0 0 0 303 2 0 0 0 0
0 0 0 355 1,546
5:15 PM 0 14 17 0
0 0 0 321 7 0
406 1,609
5:00 PM 0 12 15 0 0 0 0
0 0 0 0 0 0 357 13 0 0 0 0
0 0 0 377 0
4:45 PM 0 14 22 0
0 0 0 339 10 0
408 0
4:30 PM 0 17 11 0 0 0 0
0 0 0 0 0 0 376 8 0 0 0 0
0 0 0 418 0
4:15 PM 0 14 10 0
4:00 PM 0 22 14 0 0 0 0 0 0 0 374 8 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S El Dorado St S El Dorado St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB - -
TOTAL 0.7% 0.96
TH RT
WB - -
NB 0.6% 0.97
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 1.6% 0.86
0 2
0 0
00 03
0 0
0 0
3 10
16 10
N
S El Dorado St
E Market St
E Market St
S El Dorado St
E Market St S El Dorado St
TEV: 1,609
PHF: 0.96
0 0
0 0
1,513
0 0
0 0
0 96
0 39
1,446
0 0
1,485
0 0
57 67
124
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
841
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 2 0 0 0 0
0 3 0 0 0 0
0 1 0 0
0 0
0 0 0
1 LT TH
0 0 0 2 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 3 0 0 0 0 5
0 3 0 0 6 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 1
0 2
5:45 PM
0 0 0 0
3 5:30 PM
0 0 0 0 0 0 1
0 2
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
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 0 0 0
0 0
0 0 0
4:00 PM 3 0
RT
11 0
Interval
Start
E Market St E Market St S El Dorado St S El Dorado St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 9 0 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 20 0
Peak Hour 0 0 2 0
Count Total 0 0 2 0 0 0 0 0 0 0 18 0 0
0 0 0 0 0 0 5 0 0 0 0 0 5 9
0 0 0 0 4
5:45 PM 0 0 0 0
0 0 0 0 0 0
2 8
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 0 0
0 0 0 2 9
5:15 PM 0 0 0 0
0 0 0 2 0 0
0 11
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 4 0
4:45 PM 0 0 0 0
0 0 0 4 0 0
3 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 0 0
0 0 0 4 0
4:15 PM 0 0 1 0
0 0 0 3 0 0
TH RT
4:00 PM 0 0 1 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
842
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
22 27
55 40
33 55
40 39
311
0 1 1 85 56 11 16 168
24 35
Peak Hour 2 0 1 1 4 0 0
Count Total 3 0 1 2 6 0 0 0 1 1 175 77
8:45 AM 0 0 0 0 0 0 0 0 0 0 12 12 7 8
0 0 19 12 4 5
6 8:30 AM 0 0 0 0 0 0 0 0
0 1 1 22 25 2
4 2
8:15 AM 0 0 1 1 2 0 0
0 0 0 0 16 11
8 1 3
8:00 AM 1 0 0 0 1 0
0 0 0 0 0 28
4 2 6
3 7:30 AM 1 0 0 0 1 0 0 0
0 0 0 18 3 3
1 1 0
EB WB NB SB Total East
7:45 AM 1 0 0 0 1
0 0 43
HV% - - 2% 0% - 0% 0% 0%
1 2
7:15 AM 0 0 0 0 0 0 0
0 0 0 0 17 2
West North South
7:00 AM 0 0 0
0 66 0 0 0 0 1 3 2 29 0 62 84
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 3% - 0% 1% - 1%
Peak
Hour
All 0 0 133
0 2 3 2 46 0
0 0 0 0 0 1 0 0 1 0 4 0
0 380 0
HV 0 0 2 0 0
Count Total 0 0 242 129 0 0 0 87 113 0 624 0
0 0 0 0 1 0 0 7 0 17 11 0 70 320
22 21 0 78 380
8:45 AM 0 0 23 11
0 0 0 1 3 0
90 375
8:30 AM 0 0 16 15 0 0 0
0 0 0 0 0 1 1 8 0 21 23 0
10 21 0 82 352
8:15 AM 0 0 26 10
0 1 1 0 6 0
130 304
8:00 AM 0 0 30 13 0 0 0
0 0 0 0 0 1 0 12 0 9 19 0
4 9 0 73 0
7:45 AM 0 0 61 28
0 0 0 0 2 0
67 0
7:30 AM 0 0 40 18 0 0 0
0 0 0 0 0 0 0 7 0 2 6 0
2 3 0 34 0
7:15 AM 0 0 33 19
7:00 AM 0 0 13 15 0 0 0 0 0 0 0 1 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Hunter St S Hunter St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.7% 0.83
TOTAL 1.1% 0.73
TH RT
WB - -
NB 2.9% 0.67
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 1.0% 0.56
0 0
0 0
10 00
0 0
0 0
11 16
56 85
N
S Hunter St
E Market St
E Market St
S Hunter St
E Market St S Hunter St
TEV: 380
PHF: 0.73
0 84
62 146
2 0
0 0
0 0
224
0 29
3 2
151
35 1
66 133
0 199
3 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
843
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 1 0 1
0 0 0 0 1 0
0 0
0 0
Peak Hour
Count Total 0 1
0 0 0 0 0 0 0 0 0 1
0 1
8:45 AM
0 0 0 0
1 8:30 AM
0 0 0 0 1 0 1
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
4 0
Interval
Start
E Market St E Market St S Hunter St S Hunter St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 1 0 0 1 0

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

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
844
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
20 14
13 19
14 15
9 8
112
2 0 2 42 7 8 9 66
9 15
Peak Hour 2 0 0 0 2 0 0
Count Total 2 0 0 0 2 1 0 3 3 7 77 11
5:45 PM 0 0 0 0 0 0 0 1 1 2 5 2 0 1
1 1 8 0 0 1
2 5:30 PM 0 0 0 0 0 0 0 0
0 1 2 12 1 0
1 2
5:15 PM 0 0 0 0 0 1 0
0 0 0 0 10 1
3 4 1
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 11
1 2 0
4 4:30 PM 0 0 0 0 0 0 0 0
2 0 2 8 2 0
0 1 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 10
HV% - - 2% 0% - - - -
2 4
4:15 PM 1 0 0 0 1 0 0
0 0 0 0 13 1
West North South
4:00 PM 1 0 0
0 13 0 0 0 0 0 0 0 24 0 32 36
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 0% 0% - 1%
Peak
Hour
All 0 0 82
0 0 0 0 52 0
0 0 0 0 0 0 0 0 0 0 2 0
0 187 0
HV 0 0 2 0 0
Count Total 0 0 134 29 0 0 0 47 59 0 321 0
0 0 0 0 0 0 0 4 0 2 4 0 22 134
2 2 0 25 165
5:45 PM 0 0 11 1
0 0 0 0 8 0
34 182
5:30 PM 0 0 10 3 0 0 0
0 0 0 0 0 0 0 8 0 3 5 0
8 12 0 53 185
5:15 PM 0 0 12 6
0 0 0 0 8 0
53 187
5:00 PM 0 0 19 6 0 0 0
0 0 0 0 0 0 0 5 0 8 7 0
3 10 0 42 0
4:45 PM 0 0 26 7
0 0 0 0 8 0
37 0
4:30 PM 0 0 20 1 0 0 0
0 0 0 0 0 0 0 2 0 8 7 0
13 12 0 55 0
4:15 PM 0 0 17 3
4:00 PM 0 0 19 2 0 0 0 0 0 0 0 9 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Hunter St S Hunter St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.68
TOTAL 1.1% 0.85
TH RT
WB - -
NB 0.0% 0.67
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 2.1% 0.72
0 0
0 0
00 01
1 0
0 0
8 9
7 42
N
S Hunter St
E Market St
E Market St
S Hunter St
E Market St S Hunter St
TEV: 187
PHF: 0.85
0 36
32 68
0 0
0 0
0 0
138
0 24
0 0
49 24
0 13
82 0
95 0
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
845
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 1 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 1 0 0 0 2
1 1 1 0 7 0
1 0
0 1
Peak Hour
Count Total 0 3
0 0 0 0 1 0 0 0 2 5
1 3
5:45 PM
0 0 0 0
2 5:30 PM
0 0 0 0 1 0 2
0 2
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
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 1 1 0 0 0 2
0 0
0 0 0
4:00 PM 0 0
RT
2 0
Interval
Start
E Market St E Market St S Hunter St S Hunter St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 0

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

ATTACHMENT B
846
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
21 41
29 56
39 70
59 41
356
0 1 1 111 29 23 61 224
40 107
Peak Hour 3 0 6 3 12 0 0
Count Total 3 0 10 7 20 1 0 1 2 4 165 44
8:45 AM 0 0 0 0 0 0 0 0 1 1 17 2 5 17
1 1 28 7 7 17
25 8:30 AM 0 0 1 0 1 0 0 0
0 0 0 29 9 7
3 7
8:15 AM 1 0 2 1 4 0 0
0 0 0 0 25 4
9 6 12
8:00 AM 1 0 3 2 6 0
0 0 0 0 0 29
1 2 16
10 7:30 AM 0 0 0 3 3 1 0 0
1 0 1 18 9 4
1 4 0
EB WB NB SB Total East
7:45 AM 1 0 0 0 1
0 1 10
HV% - 2% 2% 0% - - - 4%
6 3
7:15 AM 0 0 1 0 1 0 0
0 0 0 0 9 3
West North South
7:00 AM 0 0 3
0 36 0 0 0 0 0 0 170 39 0 25 99
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 4% 2% - 2%
Peak
Hour
All 0 66 114
0 0 0 269 56 0
0 0 0 0 6 0 0 1 2 0 12 0
0 549 0
HV 0 1 2 0 0
Count Total 0 91 204 68 0 0 0 52 153 0 893 0
0 0 0 0 0 0 26 6 0 10 15 0 103 481
3 16 0 105 549
8:45 AM 0 17 21 8
0 0 0 33 13 0
141 547
8:30 AM 0 19 17 4 0 0 0
0 0 0 0 0 0 39 8 0 10 28 0
3 29 0 132 493
8:15 AM 0 22 29 5
0 0 0 48 8 0
171 412
8:00 AM 0 12 22 10 0 0 0
0 0 0 0 0 0 50 10 0 9 26 0
8 17 0 103 0
7:45 AM 0 13 46 17
0 0 0 28 5 0
87 0
7:30 AM 0 3 34 8 0 0 0
0 0 0 0 0 0 26 1 0 8 11 0
1 11 0 51 0
7:15 AM 0 4 27 10
7:00 AM 0 1 8 6 0 0 0 0 0 0 19 5 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S San Joaquin St S San Joaquin St 15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 2.4% 0.82
TOTAL 2.2% 0.80
TH RT
WB - -
NB 2.9% 0.87
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 1.4% 0.71
0 0
0 0
10 00
0 0
0 0
23 61
29 111
N
S San Joaquin St
E Market St
E Market St
S San Joaquin
St
E Market StS San Joaquin St
TEV: 549
PHF: 0.8
0 99
25 124
236
0 0
0 0
0 178
0 39
170
0 135
209
0 36
114
66 216
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
847
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 1 0 0 0 0
0 0 0 0
0 0
0 0 0
1 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 1 0 1
0 1 0 0 4 0
1 0
0 1
Peak Hour
Count Total 0 2
0 0 0 0 0 0 0 0 1 2
1 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
2 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 1
0 0
0 0 0
7:00 AM 0 0
RT
12 0
Interval
Start
E Market St E Market St S San Joaquin St S San Joaquin St 15-min
Total
Rolling
One Hour
0 0 0 0 0 0 6 0 0 1 2 0

LT TH RT RT LT TH RT
1 6 0 20 0
Peak Hour 0 1 2 0
Count Total 0 1 2 0 0 0 0 0 0 0 10 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 11
0 0 0 1 12
8:45 AM 0 0 0 0
0 0 0 1 0 0
4 14
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 1 0
1 1 0 6 11
8:15 AM 0 0 1 0
0 0 0 3 0 0
1 9
8:00 AM 0 1 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 3 0 3 0
7:45 AM 0 0 1 0
0 0 0 0 0 0
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 1 0 4 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
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
E Market St E Market St S San Joaquin St S San Joaquin St 15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
848
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
55 43
45 30
32 28
13 9
255
4 0 4 78 27 19 49 173
36 78
Peak Hour 2 0 3 3 8 0 0
Count Total 2 0 6 5 13 1 0 5 1 7 104 37
5:45 PM 0 0 1 1 2 0 0 0 0 0 2 3 2 2
1 2 2 4 1 6
13 5:30 PM 0 0 1 0 1 1 0 0
1 0 1 6 3 6
8 8
5:15 PM 0 0 1 0 1 0 0
0 0 0 0 16 0
4 6 10
5:00 PM 0 0 0 1 1 0
0 0 1 0 1 10
4 4 16
13 4:30 PM 0 0 0 1 1 0 0 3
0 0 0 14 9 7
1 2 0
EB WB NB SB Total East
4:45 PM 0 0 1 0 1
0 3 21
HV% - 5% 1% 0% - - - 3%
2 10
4:15 PM 1 0 2 1 4 0 0
0 0 0 0 33 10
West North South
4:00 PM 1 0 0
0 36 0 0 0 0 0 0 118 48 0 15 129
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 0% 2% - 2%
Peak
Hour
All 0 21 81
0 0 0 190 66 0
0 0 0 0 3 0 0 0 3 0 8 0
0 448 0
HV 0 1 1 0 0
Count Total 0 37 152 52 0 0 0 32 230 0 759 0
0 0 0 0 0 0 13 3 0 0 16 0 51 311
5 15 0 57 369
5:45 PM 0 4 11 4
0 0 0 12 5 0
85 419
5:30 PM 0 2 13 5 0 0 0
0 0 0 0 0 0 20 6 0 9 26 0
3 44 0 118 439
5:15 PM 0 4 19 1
0 0 0 27 4 0
109 448
5:00 PM 0 6 28 6 0 0 0
0 0 0 0 0 0 33 10 0 4 23 0
5 35 0 107 0
4:45 PM 0 3 27 9
0 0 0 26 12 0
105 0
4:30 PM 0 7 14 8 0 0 0
0 0 0 0 0 0 26 11 0 3 36 0
3 35 0 127 0
4:15 PM 0 1 16 12
4:00 PM 0 10 24 7 0 0 0 0 0 0 33 15 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S San Joaquin St S San Joaquin St 15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 2.1% 0.90
TOTAL 1.8% 0.88
TH RT
WB - -
NB 1.8% 0.86
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 1.4% 0.84
0 0
0 0
00 04
0 0
0 0
19 49
27 78
N
S San Joaquin St
E Market St
E Market St
S San Joaquin
St
E Market StS San Joaquin St
TEV: 448
PHF: 0.88
0 129
15 144
139
0 0
0 0
0 144
0 48
118
0 165
166
0 36
81 21
138
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
849
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 1 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 4 0 0 0 0 4
0 5 0 0 7 0
1 0
0 0
Peak Hour
Count Total 0 1
0 0 0 0 0 0 0 0 0 3
2 4
5:45 PM
0 0 0 0
5 5:30 PM
0 1 0 0 0 0 1
0 4
5:15 PM
0 0 0
0 0 0
0 1 0
0 0 0
4 5:00 PM
0 1 0 1
3 0
4:45 PM
0 3 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 0 0
RT
8 0
Interval
Start
E Market St E Market St S San Joaquin St S San Joaquin St 15-min
Total
Rolling
One Hour
0 0 0 0 0 0 3 0 0 0 3 0

LT TH RT RT LT TH RT
0 5 0 13 0
Peak Hour 0 1 1 0
Count Total 0 1 1 0 0 0 0 0 0 0 6 0 0
0 0 0 0 0 0 1 0 0 0 1 0 2 5
0 0 0 1 4
5:45 PM 0 0 0 0
0 0 0 1 0 0
1 4
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 0 0
0 1 0 1 7
5:15 PM 0 0 0 0
0 0 0 0 0 0
1 8
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 0 0
0 1 0 1 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
4 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 1 0
0 1 0 2 0
4:15 PM 0 0 1 0
0 0 0 0 0 0
TH RT
4:00 PM 0 1 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
850
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
39 43
65 111
66 47
34 38
443
2 3 6 70 41 24 154 289
43 217
Peak Hour 2 0 2 4 8 1 0
Count Total 2 0 4 7 13 1 0 2 3 6 116 67
8:45 AM 0 0 0 1 1 0 0 0 0 0 10 10 7 11
0 0 5 10 3 16
15 8:30 AM 0 0 1 1 2 0 0 0
1 2 3 17 6 9
10 32
8:15 AM 1 0 0 1 2 0 0
0 0 1 1 14 10
16 3 71
8:00 AM 0 0 0 1 1 0
0 0 0 0 0 21
9 2 36
16 7:30 AM 0 0 1 0 1 1 0 1
0 0 0 19 5 3
0 1 0
EB WB NB SB Total East
7:45 AM 1 0 1 2 4
0 2 18
HV% - 5% 1% 0% - - - 2%
6 20
7:15 AM 0 0 0 1 1 0 0
0 0 0 0 12 1
West North South
7:00 AM 0 0 1
0 80 0 0 0 0 0 0 102 16 0 4 95
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 25% 3% - 2%
Peak
Hour
All 0 22 81
0 0 0 171 19 0
0 0 0 0 2 0 0 1 3 0 8 0
0 400 0
HV 0 1 1 0 0
Count Total 0 45 129 129 0 0 0 6 151 0 650 0
0 0 0 0 0 0 20 1 0 0 22 0 85 315
0 13 0 54 363
8:45 AM 0 6 26 10
0 0 0 11 1 0
83 400
8:30 AM 0 8 9 12 0 0 0
0 0 0 0 0 0 23 2 0 0 12 0
3 30 0 93 389
8:15 AM 0 10 21 15
0 0 0 22 7 0
133 335
8:00 AM 0 5 12 14 0 0 0
0 0 0 0 0 0 34 3 0 1 34 0
0 19 0 91 0
7:45 AM 0 5 28 28
0 0 0 23 4 0
72 0
7:30 AM 0 2 20 23 0 0 0
0 0 0 0 0 0 24 1 0 2 13 0
0 8 0 39 0
7:15 AM 0 7 11 14
7:00 AM 0 2 2 13 0 0 0 0 0 0 14 0 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Sutter St S Sutter St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 4.0% 0.71
TOTAL 2.0% 0.75
TH RT
WB - -
NB 1.7% 0.80
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 1.1% 0.75
0 1
0 0
30 02
0 0
0 0
24 154
41 70
N
S Sutter St
E Market St
E Market St
S Sutter St
E Market St S Sutter St
TEV: 400
PHF: 0.75
0 95
4 99
124
0 0
0 0
0 101
0 16
102
0 175
118
0 80
81 22
183
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
851
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 1 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
1 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 2 0 0 3 0 6
0 2 0 0 6 0
0 0
0 0
Peak Hour
Count Total 0 3
0 0 0 0 0 0 0 0 0 4
0 4
8:45 AM
0 0 0 0
6 8:30 AM
0 1 0 0 2 0 3
1 3
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
0 0 0 0
2 0
7:45 AM
0 1 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
8 0
Interval
Start
E Market St E Market St S Sutter St S Sutter St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 2 0 0 1 3 0

LT TH RT RT LT TH RT
1 6 0 13 0
Peak Hour 0 1 1 0
Count Total 0 1 1 0 0 0 0 0 0 0 4 0 0
0 0 0 0 0 0 0 0 0 0 1 0 1 6
0 1 0 2 9
8:45 AM 0 0 0 0
0 0 0 1 0 0
2 8
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
1 0 0 1 7
8:15 AM 0 1 0 0
0 0 0 0 0 0
4 7
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 2 0
0 0 0 1 0
7:45 AM 0 0 1 0
0 0 0 1 0 0
1 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
0 0 0 1 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 0

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
852
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
33 52
82 74
110
24 50
23 448
1 0 1 81 51 35 123 290
53 183
Peak Hour 0 0 0 0 0 0 0
Count Total 1 0 1 1 3 0 0 2 0 2 118 94
5:45 PM 0 0 1 0 1 0 0 0 0 0 6 4 1 12
0 1 13 10 3 24
8 5:30 PM 0 0 0 0 0 0 0 1
0 0 0 6 6 4
14 49
5:15 PM 0 0 0 0 0 0 0
0 1 0 1 38 9
19 10 32
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 13
17 7 34
19 4:30 PM 0 0 0 0 0 0 0 0
0 0 0 8 16 9
0 0 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 24
HV% - 0% 0% 0% - - - 0%
5 5
4:15 PM 1 0 0 1 2 0 0
0 0 0 0 10 13
West North South
4:00 PM 0 0 0
0 30 0 0 0 0 0 0 112 41 0 18 124
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 0% 0% - 0%
Peak
Hour
All 0 18 97
0 0 0 181 50 0
0 0 0 0 0 0 0 0 0 0 0 0
0 440 0
HV 0 0 0 0 0
Count Total 0 32 167 59 0 0 0 27 203 0 719 0
0 0 0 0 0 0 12 0 0 4 18 0 49 356
1 19 0 77 401
5:45 PM 0 0 11 4
0 0 0 26 4 0
86 440
5:30 PM 0 3 16 8 0 0 0
0 0 0 0 0 0 17 4 0 2 33 0
8 37 0 144 432
5:15 PM 0 2 22 6
0 0 0 42 16 0
94 363
5:00 PM 0 4 29 8 0 0 0
0 0 0 0 0 0 24 8 0 3 22 0
5 32 0 116 0
4:45 PM 0 7 24 6
0 0 0 29 13 0
78 0
4:30 PM 0 5 22 10 0 0 0
0 0 0 0 0 0 18 3 0 2 26 0
2 16 0 75 0
4:15 PM 0 5 16 8
4:00 PM 0 6 27 9 0 0 0 0 0 0 13 2 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Sutter St S Sutter St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.79
TOTAL 0.0% 0.76
TH RT
WB - -
NB 0.0% 0.66
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 0.0% 0.88
0 0
0 0
00 01
0 0
0 0
35 123
51 81
N
S Sutter St
E Market St
E Market St
S Sutter St
E Market St S Sutter St
TEV: 440
PHF: 0.76
0 124
18 142
130
0 0
0 0
0 156
0 41
112
0 154
153
0 30
97 18
145
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
853
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 0 0 0 0 1
0 2 0 0 2 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 2
1 2
5:45 PM
0 1 0 0
1 5:30 PM
0 0 0 0 0 0 0
1 1
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
0 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 0 0
RT
0 0
Interval
Start
E Market St E Market St S Sutter St S Sutter St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 0

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

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
854
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
17 24
23 26
20 16
10 3
139
0 0 0 6 69 9 1 85
11 3
Peak Hour 2 0 8 4 14 0 0
Count Total 2 0 15 9 26 1 0 0 0 1 18 107
8:45 AM 0 0 0 2 2 1 0 0 0 1 0 2 1 0
0 0 0 10 0 0
0 8:30 AM 0 0 4 1 5 0 0 0
0 0 0 0 13 3
4 0
8:15 AM 1 0 0 0 1 0 0
0 0 0 0 3 13
25 0 0
8:00 AM 1 0 0 1 2 0
0 0 0 0 0 1
18 2 1
2 7:30 AM 0 0 4 1 5 0 0 0
0 0 0 6 15 1
2 3 0
EB WB NB SB Total East
7:45 AM 0 0 4 2 6
0 0 2
HV% - 6% 1% 0% - 0% - 3%
0 0
7:15 AM 0 0 2 0 2 0 0
0 0 0 0 6 11
West North South
7:00 AM 0 0 1
0 14 0 0 0 0 2 0 268 74 0 34 214
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 1% - 0% 2% - 2%
Peak
Hour
All 0 16 70
0 2 0 442 94 0
0 0 0 0 7 1 0 0 4 0 14 0
0 692 0
HV 0 1 1 0 0
Count Total 0 25 106 22 0 0 0 46 356 0 1,093 0
0 0 0 0 0 0 46 3 0 2 35 0 112 544
4 42 0 117 659
8:45 AM 0 2 21 3
0 0 0 54 7 0
152 692
8:30 AM 0 4 5 1 0 0 0
0 0 0 0 0 0 67 2 0 4 54 0
5 61 0 163 642
8:15 AM 0 2 21 2
0 1 0 69 7 0
227 549
8:00 AM 0 3 14 3 0 0 0
0 0 0 0 0 0 75 45 0 15 60 0
10 39 0 150 0
7:45 AM 0 5 21 6
0 1 0 57 20 0
102 0
7:30 AM 0 6 14 3 0 0 0
0 0 0 0 0 0 44 8 0 3 32 0
3 33 0 70 0
7:15 AM 0 3 9 3
7:00 AM 0 0 1 1 0 0 0 0 0 0 30 2 0

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

UT LT TH RT
Interval
Start
E Market St E Market St California St California St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.6% 0.83
TOTAL 2.0% 0.76
TH RT
WB - -
NB 2.3% 0.72
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 2.0% 0.78
0 0
0 0
00 00
0 0
0 0
9 1
69 6
N
California St
E Market St
E Market St
California St
E Market St California St
TEV: 692
PHF: 0.76
0 214
34 248
284
0 0
0 0
0 178
0 74
268
0 230
344
2 14
70 16
100
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
855
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 1 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 0 0 1 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 1 0 0 0 0 0 1 1
0 0
8:45 AM
0 0 0 0
0 8:30 AM
0 0 0 0 0 0 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
14 0
Interval
Start
E Market St E Market St California St California St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 7 1 0 0 4 0

LT TH RT RT LT TH RT
0 9 0 26 0
Peak Hour 0 1 1 0
Count Total 0 1 1 0 0 0 0 0 0 0 14 1 0
0 0 0 0 0 0 0 0 0 0 2 0 2 10
0 1 0 5 14
8:45 AM 0 0 0 0
0 0 0 4 0 0
1 14
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 1 0 2 15
8:15 AM 0 0 1 0
0 0 0 0 0 0
6 16
8:00 AM 0 1 0 0 0 0 0
0 0 0 0 0 0 3 1 0 0 2 0
0 1 0 5 0
7:45 AM 0 0 0 0
0 0 0 4 0 0
2 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 0 0
0 2 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 0

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
856
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
4 16
11 8
24 5
25 9
102
1 0 1 6 48 4 1 59
7 3
Peak Hour 0 0 2 6 8 0 0
Count Total 0 0 3 8 11 0 0 1 0 1 8 84
5:45 PM 0 0 1 0 1 0 0 0 0 0 2 5 1 1
0 0 0 23 1 1
0 5:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 4 1
0 0
5:15 PM 0 0 0 1 1 0 0
0 0 0 0 1 23
6 1 0
5:00 PM 0 0 0 1 1 0
0 0 1 0 1 1
11 0 0
1 4:30 PM 0 0 1 3 4 0 0 0
0 0 0 4 8 3
1 1 0
EB WB NB SB Total East
4:45 PM 0 0 0 1 1
0 0 0
HV% - 0% 0% 0% - - - 1%
0 0
4:15 PM 0 0 1 1 2 0 0
0 0 0 0 0 4
West North South
4:00 PM 0 0 0
0 18 0 0 0 0 0 0 190 32 0 31 247
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 0% 2% - 1%
Peak
Hour
All 0 27 107
0 0 0 332 54 0
0 0 0 0 2 0 0 0 6 0 8 0
0 652 0
HV 0 0 0 0 0
Count Total 0 42 169 33 0 0 0 60 455 0 1,145 0
0 0 0 0 0 0 28 5 0 7 40 0 94 518
10 43 0 109 576
5:45 PM 0 0 13 1
0 0 0 27 7 0
134 644
5:30 PM 0 5 14 3 0 0 0
0 0 0 0 0 0 47 3 0 6 52 0
16 69 0 181 652
5:15 PM 0 4 18 4
0 0 0 35 5 0
152 627
5:00 PM 0 9 37 10 0 0 0
0 0 0 0 0 0 46 9 0 4 58 0
5 60 0 177 0
4:45 PM 0 9 24 2
0 0 0 62 12 0
142 0
4:30 PM 0 7 28 3 0 0 0
0 0 0 0 0 0 47 6 0 6 60 0
6 73 0 156 0
4:15 PM 0 2 18 3
4:00 PM 0 6 17 7 0 0 0 0 0 0 40 7 0

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

UT LT TH RT
Interval
Start
E Market St E Market St California St California St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 2.2% 0.82
TOTAL 1.2% 0.90
TH RT
WB - -
NB 0.9% 0.75
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB 0.0% 0.68
0 0
0 0
00 00
1 0
0 0
4 1
48 6
N
California St
E Market St
E Market St
California St
E Market St California St
TEV: 652
PHF: 0.9
0 247
31 278
217
0 0
0 0
0 170
0 32
190
0 265
222
0 18
107
27 152
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
857
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 1 0 0 0 1
0 0 1 0 1 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 1
5:45 PM
0 0 0 0
1 5:30 PM
0 0 0 0 0 0 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
0 0 1 1
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 0 0
RT
8 0
Interval
Start
E Market St E Market St California St California St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 2 0 0 0 6 0

LT TH RT RT LT TH RT
0 8 0 11 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 3 0 0
0 0 0 0 0 0 1 0 0 0 0 0 1 3
0 0 0 0 3
5:45 PM 0 0 0 0
0 0 0 0 0 0
1 7
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
0 1 0 1 8
5:15 PM 0 0 0 0
0 0 0 0 0 0
1 8
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
0 3 0 4 0
4:45 PM 0 0 0 0
0 0 0 1 0 0
2 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 1 0
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
Northbound Southbound

ATTACHMENT B
858
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
12 3
2 7
4 3
13 16
60 0 0 1 2 2 10 2 16
41 8
Peak Hour 2 0 0 0 2 1 0
Count Total 2 0 0 1 3 1 0 0 0 1 4 7
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 15 1
0 0 0 0 13 0
0 8:30 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 3
1 1
8:15 AM 1 0 0 0 1 0 0
0 0 0 0 0 2
0 4 1
8:00 AM 0 0 0 0 0 0
0 0 0 0 0 2
0 2 0
2 7:30 AM 0 0 0 0 0 1 0 0
0 0 0 0 0 1
1 1 0
EB WB NB SB Total East
7:45 AM 1 0 0 0 1
0 1 0
HV% - 0% 1% - - - - -
2 3
7:15 AM 0 0 0 0 0 0 0
0 0 0 0 2 5
West North South
7:00 AM 0 0 0
0 0 0 0 0 0 0 0 0 0 0 108 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - - - 0% - - 1%
Peak
Hour
All 0 30 141
0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 2 0
0 279 0
HV 0 0 2 0 0
Count Total 0 33 195 0 0 0 0 128 0 0 356 0
0 0 0 0 0 0 0 0 0 5 0 0 30 127
6 0 0 20 227
8:45 AM 0 1 24 0
0 0 0 0 0 0
29 279
8:30 AM 0 1 13 0 0 0 0
0 0 0 0 0 0 0 0 0 1 0 0
20 0 0 48 270
8:15 AM 0 2 26 0
0 0 0 0 0 0
130 229
8:00 AM 0 8 20 0 0 0 0
0 0 0 0 0 0 0 0 0 51 0 0
36 0 0 72 0
7:45 AM 0 17 62 0
0 0 0 0 0 0
20 0
7:30 AM 0 3 33 0 0 0 0
0 0 0 0 0 0 0 0 0 7 0 0
2 0 0 7 0
7:15 AM 0 0 13 0
7:00 AM 0 1 4 0 0 0 0 0 0 0 0 0 0

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

UT LT TH RT
Interval
Start
E Market St E Market St Driveway S American St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.53
TOTAL 0.7% 0.54
TH RT
WB - -
NB - -
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 1.2% 0.54
0 1
0 0
00 00
0 0
0 0
10 2
2 2
N
S American St
E Market St
E Market St
Driveway
E Market St S American St
TEV: 279
PHF: 0.54
0 0
108
108
30 0
0 0
0 0
249
0 0
00 0
0 0
0 141
30 171
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
859
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 0 0 0
0 1 0 0 0 0
0 0 0 0
0 0
0 0 0
1 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 1
0 0 0 0 1 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
8:45 AM
0 0 0 0
1 8:30 AM
0 0 0 0 0 0 0
0 1
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
1 8:00 AM
0 0 0 0
1 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
2 0
Interval
Start
E Market St E Market St Driveway S American St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 0

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

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
860
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
4 7
0 2
4 4
2 5
28 0 0 1 6 1 5 1 13
11 4
Peak Hour 0 0 0 0 0 1 0
Count Total 0 0 0 0 0 1 0 0 0 1 10 3
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 2 1
0 0 2 0 0 0
1 5:30 PM 0 0 0 0 0 0 0 0
0 0 0 1 0 2
1 0
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 2 1
0 2 0
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
1 4:30 PM 0 0 0 0 0 1 0 0
0 0 0 4 0 2
0 0 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 1 0
HV% - 0% 0% - - - - -
2 1
4:15 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
West North South
4:00 PM 0 0 0
0 0 0 0 0 0 0 0 0 0 0 38 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - - - 0% 0% - 0%
Peak
Hour
All 0 25 154
0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 218 0
HV 0 0 0 0 0
Count Total 0 37 259 0 0 0 0 68 1 1 366 0
0 0 0 0 0 0 0 0 0 8 0 0 33 184
6 0 0 38 192
5:45 PM 0 3 22 0
0 0 0 0 0 0
35 209
5:30 PM 0 0 32 0 0 0 0
0 0 0 0 0 0 0 0 0 7 0 0
17 1 0 78 218
5:15 PM 0 1 27 0
0 0 0 0 0 0
41 182
5:00 PM 0 9 51 0 0 0 0
0 0 0 0 0 0 0 0 0 5 0 0
6 0 0 55 0
4:45 PM 0 6 30 0
0 0 0 0 0 0
44 0
4:30 PM 0 7 42 0 0 0 0
0 0 0 0 0 0 0 0 0 10 0 0
9 0 1 42 0
4:15 PM 0 3 31 0
4:00 PM 0 8 24 0 0 0 0 0 0 0 0 0 0

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

UT LT TH RT
Interval
Start
E Market St E Market St Driveway S American St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.54
TOTAL 0.0% 0.70
TH RT
WB - -
NB - -
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB 0.0% 0.75
0 0
1 0
00 00
0 0
0 0
5 1
1 6
N
S American St
E Market St
E Market St
Driveway
E Market St S American St
TEV: 218
PHF: 0.7
0 1
38 39
25 0
0 0
0 0
192
0 0
00 1
0 0
0 154
25 179
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
861
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
1 0 0 0 0 0
1 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 1
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 1
0 0 0 0 1 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
5:45 PM
0 0 0 0
1 5:30 PM
0 0 0 0 0 0 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
0 0 0 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
4:00 PM 0 0
RT
0 0
Interval
Start
E Market St E Market St Driveway S American St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
862
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
3 9
10 9
3 2
42 0 1 2 2 12 13 4 31
18 4
Peak Hour 1 0 9 11 21 1 0
Count Total 2 0 23 26 51 1 0 0 2 3 7 13
8:45 AM 0 0 3 3 6 0 0 0 0 0 1 0 1 0
1 1 2 0 1 0
1 8:30 AM 0 0 7 6 13 0 0 0
0 0 0 1 3 4
4 1
8:15 AM 1 0 2 1 4 0 0
0 0 0 0 1 4
3 4 2
8:00 AM 0 0 1 5 6 0
0 0 0 0 0 0
2 1 0
0 7:30 AM 0 0 4 2 6 1 0 0
0 0 0 1 0 3
5 7 0
EB WB NB SB Total East
7:45 AM 0 0 2 3 5
1 2 0
HV% - 0% 0% 1% - - - 2%
0 0
7:15 AM 0 0 3 1 4 0 0
0 0 0 0 1 1
West North South
7:00 AM 1 0 1
0 108 0 0 0 0 0 0 512 52 1 8 215
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% 0% 0% 5% - 2%
Peak
Hour
All 0 51 94
0 0 0 804 82 2
0 0 0 0 9 0 0 0 11 0 21 0
0 1,041 0
HV 0 0 0 1 0
Count Total 0 58 122 134 0 0 0 14 383 0 1,599 0
0 0 0 0 0 0 77 5 0 3 46 0 161 795
0 71 0 194 994
8:45 AM 0 3 17 10
0 0 0 96 11 1
204 1,041
8:30 AM 0 2 7 6 0 0 0
0 0 0 0 0 0 103 12 0 2 60 0
2 47 0 236 965
8:15 AM 0 3 13 11
0 0 0 121 17 0
360 804
8:00 AM 0 10 21 18 0 0 0
0 0 0 0 0 0 173 11 1 1 65 0
3 43 0 241 0
7:45 AM 0 22 45 42
0 0 0 115 12 0
128 0
7:30 AM 0 16 15 37 0 0 0
0 0 0 0 0 0 80 5 0 3 29 0
0 22 0 75 0
7:15 AM 0 2 3 6
7:00 AM 0 0 1 4 0 0 0 0 0 0 39 9 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Stanislaus St S Stanislaus St 15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 4.9% 0.84
TOTAL 2.0% 0.72
TH RT
WB - -
NB 1.6% 0.77
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 0.4% 0.58
0 1
0 0
10 00
0 0
0 0
13 4
12 2
N
S Stanislaus St
E Market St
E Market St
S Stanislaus St
E Market St S Stanislaus St
TEV: 1,041
PHF: 0.72
0 215
8 224
564
1 0
0 0
0 154
0 52
512
0 323
564
0 108
94 51
253
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
863
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. 1 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
1 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 1 0 2
0 0 0 0 3 0
1 0
0 0
Peak Hour
Count Total 0 2
0 0 0 0 0 0 0 0 0 1
1 1
8:45 AM
0 0 0 0
2 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
2 8:00 AM
0 0 0 0
2 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
21 0
Interval
Start
E Market St E Market St S Stanislaus St S Stanislaus St 15-min
Total
Rolling
One Hour
0 0 0 0 0 0 9 0 0 0 11 0

LT TH RT RT LT TH RT
0 26 0 51 0
Peak Hour 0 0 0 1
Count Total 0 0 1 1 0 0 0 0 0 0 20 3 0
0 0 0 0 0 0 3 0 0 0 3 0 6 29
0 6 0 13 28
8:45 AM 0 0 0 0
0 0 0 4 3 0
4 21
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 1 0
0 5 0 6 21
8:15 AM 0 0 0 1
0 0 0 1 0 0
5 22
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 3 0
0 2 0 6 0
7:45 AM 0 0 0 0
0 0 0 4 0 0
4 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 3 0 0 0 1 0
0 5 0 7 0
7:15 AM 0 0 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
Northbound Southbound

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

ATTACHMENT B
864
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
9 8
3 2
5 2
1 1
31 1 1 3 5 4 4 5 18
4 10
Peak Hour 0 0 7 6 13 1 0
Count Total 0 0 15 10 25 2 0 3 1 6 10 7
5:45 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 1
0 1 1 0 0 0
0 5:30 PM 0 0 2 2 4 0 0 1
0 0 0 0 2 0
2 0
5:15 PM 0 0 2 1 3 0 0
0 1 0 1 0 3
0 1 0
5:00 PM 0 0 0 2 2 0
0 0 0 0 0 1
0 0 3
2 4:30 PM 0 0 1 3 4 0 0 0
0 0 1 4 1 1
1 3 1
EB WB NB SB Total East
4:45 PM 0 0 3 0 3
1 1 0
HV% - 0% 0% 0% - - - 2%
0 4
4:15 PM 0 0 3 1 4 1 0
0 1 0 2 4 1
West North South
4:00 PM 0 0 2
0 64 0 1 0 0 0 0 263 32 0 6 365
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - - 3% - 0% 2% - 2%
Peak
Hour
All 0 17 111
1 0 0 494 62 0
0 0 0 0 6 1 0 0 6 0 13 0
0 859 0
HV 0 0 0 0 0
Count Total 0 25 181 121 0 1 0 11 643 0 1,539 0
0 0 0 1 0 0 39 4 0 2 82 0 158 757
1 57 0 175 788
5:45 PM 0 2 15 13
0 0 0 70 9 0
161 830
5:30 PM 0 0 17 21 0 0 0
0 0 0 0 0 0 36 11 0 1 78 0
2 118 0 263 859
5:15 PM 0 0 20 15
0 0 0 64 10 0
189 782
5:00 PM 0 9 34 25 0 1 0
0 0 0 0 0 0 69 4 0 1 78 0
0 98 0 217 0
4:45 PM 0 1 28 8
0 0 0 64 6 0
190 0
4:30 PM 0 2 31 16 0 0 0
0 0 0 0 0 0 66 12 0 3 71 0
1 61 0 186 0
4:15 PM 0 5 18 15
4:00 PM 0 6 18 8 0 0 0 0 0 0 86 6 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Stanislaus St S Stanislaus St 15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.6% 0.77
TOTAL 1.5% 0.82
TH RT
WB 0.0% 0.25
NB 2.4% 0.95
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB 0.0% 0.71
0 1
0 0
10 01
0 0
0 0
4 5
4 5
N
S Stanislaus St
E Market St
E Market St
S Stanislaus St
E Market St S Stanislaus St
TEV: 859
PHF: 0.82
0 365
6 371
280
0 0
0 1
1 149
0 32
263
0 430
295
0 64
111
17 192
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
865
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. 1 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 0 0 0
0 2 0 0 0 0
0 1 0 0
0 0
0 1 0
0 LT TH
0 0 0 1 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 0 0 1 0 3
0 2 1 0 6 0
0 0
0 0
Peak Hour
Count Total 0 1
0 0 0 0 0 0 0 0 0 2
1 2
5:45 PM
0 0 1 0
2 5:30 PM
0 0 0 0 0 0 0
1 3
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
4 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 1
0 0
0 0 0
4:00 PM 2 0
RT
13 0
Interval
Start
E Market St E Market St S Stanislaus St S Stanislaus St 15-min
Total
Rolling
One Hour
0 0 0 0 0 0 6 1 0 0 6 0

LT TH RT RT LT TH RT
0 10 0 25 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 13 2 0
0 0 0 0 0 0 2 0 0 0 0 0 2 11
0 2 0 4 12
5:45 PM 0 0 0 0
0 0 0 1 1 0
3 12
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 1 0
0 2 0 2 13
5:15 PM 0 0 0 0
0 0 0 0 0 0
3 14
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 3 0 0 0 0 0
0 3 0 4 0
4:45 PM 0 0 0 0
0 0 0 1 0 0
4 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 1 0 0 1 0
0 1 0 3 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
Northbound Southbound

ATTACHMENT B
866
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
0 2
2 3
2 8
2 4
23 1 2 4 4 1 10 0 15
15 0
Peak Hour 0 0 3 1 4 1 0
Count Total 4 0 4 1 9 1 0 2 3 6 7 1
8:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 3 0
0 1 2 0 0 0
0 8:30 AM 3 0 0 0 3 0 0 1
0 1 2 2 0 6
0 0
8:15 AM 0 0 1 0 1 1 0
0 0 0 0 2 0
1 2 0
8:00 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 2 0
0 7:30 AM 0 0 2 0 2 0 0 1
0 0 0 0 0 2
0 2 0
EB WB NB SB Total East
7:45 AM 0 0 0 1 1
1 2 0
HV% - 0% 0% - - - - 38%
0 0
7:15 AM 0 0 0 0 0 0 0
0 0 1 1 0 0
West North South
7:00 AM 1 0 1
0 0 0 0 0 0 0 0 8 0 0 9 5
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - - - 11% 0% - 2%
Peak
Hour
All 0 52 102
0 1 0 11 2 2
0 0 0 0 3 0 0 1 0 0 4 0
0 176 0
HV 0 0 0 0 0
Count Total 0 74 137 2 0 0 0 15 9 0 253 0
0 0 0 0 1 0 1 2 0 0 1 0 28 131
6 0 0 22 166
8:45 AM 0 7 15 1
0 0 0 1 0 0
37 176
8:30 AM 0 6 8 1 0 0 0
0 0 0 0 0 0 2 0 0 2 3 0
5 0 0 44 153
8:15 AM 0 9 21 0
0 0 0 1 0 0
63 122
8:00 AM 0 18 20 0 0 0 0
0 0 0 0 0 0 2 0 0 2 1 0
0 1 0 32 0
7:45 AM 0 13 45 0
0 0 0 3 0 0
14 0
7:30 AM 0 12 16 0 0 0 0
0 0 0 0 0 0 0 0 0 0 3 0
0 0 0 13 0
7:15 AM 0 5 6 0
7:00 AM 0 4 6 0 0 0 0 0 0 0 1 0 2

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

UT LT TH RT
Interval
Start
E Market St E Market St S Grant St S Grant St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 7.1% 0.70
TOTAL 2.3% 0.70
TH RT
WB - -
NB 37.5% 0.67
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 0.0% 0.66
0 0
1 0
11 01
0 0
0 0
10 0
1 4
N
S Grant St
E Market St
E Market St
S Grant St
E Market St S Grant St
TEV: 176
PHF: 0.7
0 5
9 14
60 0
0 0
0 0
111
0 0
80 5
8 0
0 102
52 154
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
867
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. 1 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 LT TH
0 0 0 0 0 0 1 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 0 1 1 0 4
0 2 0 0 6 0
0 0
0 0
Peak Hour
Count Total 1 2
0 0 0 0 0 0 0 0 0 3
1 3
8:45 AM
0 1 0 0
4 8:30 AM
0 0 0 1 0 0 2
0 2
8:15 AM
0 0 0
1 0 0
0 0 0
0 0 0
3 8:00 AM
0 0 0 0
2 0
7:45 AM
0 1 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 1 0
RT
4 0
Interval
Start
E Market St E Market St S Grant St S Grant St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 3 0 0 1 0 0

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

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

ATTACHMENT B
868
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
0 2
0 1
1 2
32 17
55 1 0 3 0 1 2 1 4
51 3
Peak Hour 1 0 0 0 1 2 0
Count Total 2 0 0 0 2 3 0 3 0 6 0 1
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 16 1
0 2 0 0 31 1
0 5:30 PM 1 0 0 0 1 0 0 2
0 0 0 0 0 2
1 0
5:15 PM 0 0 0 0 0 0 0
0 1 0 1 0 0
0 1 0
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
1 4:30 PM 0 0 0 0 0 1 0 0
0 0 1 0 1 0
0 0 1
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 1 0
HV% - 0% 1% 0% - - - 0%
0 0
4:15 PM 1 0 0 0 1 1 0
0 0 0 1 0 0
West North South
4:00 PM 0 0 0
0 2 0 0 0 0 0 0 2 5 1 25 10
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% 0% 0% 0% - 1%
Peak
Hour
All 0 24 125
0 2 0 9 11 1
0 0 0 0 0 0 0 0 0 0 1 0
0 194 0
HV 0 0 1 0 0
Count Total 0 33 223 3 0 0 0 36 14 0 332 0
0 0 0 0 0 0 0 2 0 2 0 0 26 162
5 1 0 39 177
5:45 PM 0 1 21 0
0 2 0 3 3 0
39 188
5:30 PM 0 1 24 0 0 0 0
0 0 0 0 0 0 2 1 0 1 2 0
7 2 0 58 194
5:15 PM 0 0 32 1
0 0 0 1 3 0
41 170
5:00 PM 0 4 41 0 0 0 0
0 0 0 0 0 0 0 1 0 5 2 0
7 4 0 50 0
4:45 PM 0 7 25 1
0 0 0 0 0 0
45 0
4:30 PM 0 6 32 1 0 0 0
0 0 0 0 0 0 1 1 1 6 2 0
3 1 0 34 0
4:15 PM 0 7 27 0
4:00 PM 0 7 21 0 0 0 0 0 0 0 2 0 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Grant St S Grant St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.82
TOTAL 0.5% 0.84
TH RT
WB - -
NB 0.0% 0.44
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB 0.7% 0.84
0 2
0 0
00 01
0 0
0 0
2 1
1 0
N
S Grant St
E Market St
E Market St
S Grant St
E Market St S Grant St
TEV: 194
PHF: 0.84
0 10
25 36
27 1
0 0
0 0
155
0 0
25 12
7 0
2 125
24 151
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
869
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 2 0 0 0 0
0 3 0 0 0 0
0 1 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 0 0
0 LT TH
0 1 0 0 0 0 3
0 3 0 0 6 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 3
2 3
5:45 PM
0 2 0 0
2 5:30 PM
0 0 0 0 0 0 0
1 3
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
3 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 1
0 0
0 0 0
4:00 PM 1 0
RT
1 0
Interval
Start
E Market St E Market St S Grant St S Grant St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 0

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

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
870
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 3
2 1
4 4
4 3
23 0 3 3 2 6 2 1 11
2 4
Peak Hour 0 0 3 5 8 0 0
Count Total 1 0 5 6 12 1 0 0 6 7 4 13
8:45 AM 0 0 0 1 1 0 0 0 1 1 0 3 0 0
2 2 0 4 0 0
1 8:30 AM 0 0 0 0 0 0 0 0
0 1 1 1 2 0
2 0
8:15 AM 0 0 0 0 0 0 0
0 0 1 1 0 2
1 0 0
8:00 AM 0 0 3 2 5 0
0 0 0 0 0 0
1 0 0
2 7:30 AM 0 0 0 1 1 0 0 0
0 0 0 1 0 0
0 3 1
EB WB NB SB Total East
7:45 AM 0 0 0 2 2
1 1 1
HV% - 0% 0% 0% - 0% - 3%
0 1
7:15 AM 0 0 0 0 0 0 0
0 0 0 1 1 0
West North South
7:00 AM 1 0 2
0 15 0 0 0 0 1 0 102 9 0 4 36
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 25% 11% - 3%
Peak
Hour
All 0 9 88
0 2 0 173 18 0
0 0 0 0 3 0 0 1 4 0 8 0
0 264 0
HV 0 0 0 0 0
Count Total 0 17 116 24 0 0 0 14 66 0 430 0
0 0 0 0 0 0 20 5 0 0 13 0 55 223
0 10 0 40 253
8:45 AM 0 1 14 2
0 0 0 15 2 0
64 264
8:30 AM 0 1 9 3 0 0 0
0 0 0 0 1 0 30 1 0 2 7 0
0 10 0 64 234
8:15 AM 0 2 18 3
0 0 0 24 5 0
85 207
8:00 AM 0 2 17 6 0 0 0
0 0 0 0 0 0 28 1 0 0 10 0
2 9 0 51 0
7:45 AM 0 2 41 3
0 0 0 20 2 0
34 0
7:30 AM 0 3 12 3 0 0 0
0 0 0 0 0 0 16 2 0 2 5 0
8 2 0 37 0
7:15 AM 0 1 4 4
7:00 AM 0 5 1 0 0 0 0 0 1 0 20 0 0

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

UT LT TH RT
Interval
Start
E Market St E Market St Aurora St S N Aurora St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 12.5% 0.91
TOTAL 3.0% 0.78
TH RT
WB - -
NB 2.7% 0.88
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 0.0% 0.61
0 0
0 0
30 00
0 0
0 0
2 1
6 2
N
N Aurora St
E Market St
E Market St
Aurora St S
E Market St N Aurora St
TEV: 264
PHF: 0.78
0 36
4 40
111
0 0
0 0
0 101
0 9
102
0 52
112
1 15
88 9
112
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
871
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. 1 0
0 0 0
0 1 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 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 3 0 3
0 0 0 0 7 0
2 0
0 1
Peak Hour
Count Total 0 6
0 0 0 0 0 0 0 0 1 5
2 4
8:45 AM
0 0 0 0
3 8:30 AM
0 0 0 0 1 0 1
1 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
0 0 0 0
1 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 1 0
RT
8 0
Interval
Start
E Market St E Market St Aurora St S N Aurora St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 3 0 0 1 4 0

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

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
E Market St E Market St Aurora St S N Aurora St
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
872
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
0 4
1 1
3 4
1 3
17 1 2 4 2 5 1 1 9
1 3
Peak Hour 0 0 2 0 2 1 0
Count Total 1 0 7 1 9 5 0 1 3 9 4 9
5:45 PM 0 0 1 0 1 0 0 0 0 0 1 2 0 0
0 2 0 0 0 1
0 5:30 PM 0 0 0 0 0 2 0 0
0 0 0 1 2 1
0 1
5:15 PM 0 0 0 0 0 0 0
0 1 0 2 1 1
1 0 0
5:00 PM 0 0 0 0 0 1
0 0 0 0 0 0
1 0 0
1 4:30 PM 0 0 1 0 1 0 0 0
0 1 2 1 2 0
0 2 1
EB WB NB SB Total East
4:45 PM 0 0 1 0 1
2 2 0
HV% - 0% 0% 0% 0% 0% - 2%
0 0
4:15 PM 1 0 2 1 4 1 0
0 0 0 1 0 0
West North South
4:00 PM 0 0 2
0 21 1 0 0 0 2 0 115 28 1 7 53
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% 0% 0% 0% 0% 1%
Peak
Hour
All 0 26 104
0 5 0 231 51 2
0 0 0 0 2 0 0 0 0 0 2 0
1 359 0
HV 0 0 0 0 0
Count Total 0 42 185 38 1 0 0 15 86 2 658 0
0 0 0 0 1 0 23 4 1 1 12 1 68 310
0 5 0 68 338
5:45 PM 0 2 21 2
0 2 0 21 8 0
84 359
5:30 PM 0 4 22 6 0 0 0
0 0 0 0 0 0 28 7 1 0 13 1
0 10 0 90 355
5:15 PM 0 8 22 4
0 0 0 22 7 0
96 348
5:00 PM 0 11 32 7 1 0 0
0 0 0 0 1 0 31 9 0 5 20 0
2 10 0 89 0
4:45 PM 0 3 23 4
0 1 0 34 5 0
80 0
4:30 PM 0 4 27 6 0 0 0
0 0 0 0 0 0 32 3 0 3 9 0
4 7 0 83 0
4:15 PM 0 6 21 6
4:00 PM 0 4 17 3 0 0 0 0 0 0 40 8 0

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

UT LT TH RT
Interval
Start
E Market St E Market St Aurora St S N Aurora St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.62
TOTAL 0.6% 0.93
TH RT
WB 0.0% 0.25
NB 1.4% 0.88
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 0.0% 0.76
0 1
0 0
11 01
0 0
0 0
1 1
5 2
N
N Aurora St
E Market St
E Market St
Aurora St S
E Market St N Aurora St
TEV: 359
PHF: 0.93
1 53
7 62
142
1 0
0 0
1 140
1 28
115
0 76
145
2 21
104
26 151
1 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
873
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. 1 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 0 0 0
1 2 2 0 0 0
0 0 1 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 1
0 0
0 0 0
0 0 0
0 LT TH
0 1 0 1 1 0 4
0 1 0 0 9 0
0 0
0 0
Peak Hour
Count Total 1 2
0 0 0 0 0 0 0 0 0 4
2 4
5:45 PM
0 0 0 0
4 5:30 PM
0 0 0 0 0 0 0
2 6
5:15 PM
0 1 0
0 0 0
0 1 1
0 0 0
5 5:00 PM
0 0 0 0
2 0
4:45 PM
0 0 0 1
0 4:30 PM
4:15 PM 1 0 0 0 0 1 0 2
0 0
0 0 0
4:00 PM 1 0
RT
2 0
Interval
Start
E Market St E Market St Aurora St S N Aurora St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 2 0 0 0 0 0

LT TH RT RT LT TH RT
0 1 0 9 0
Peak Hour 0 0 0 0
Count Total 0 1 0 0 0 0 0 0 0 0 7 0 0
0 0 0 0 0 0 1 0 0 0 0 0 1 1
0 0 0 0 1
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 2
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 6
5:15 PM 0 0 0 0
0 0 0 0 0 0
1 8
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 0 0
0 0 0 1 0
4:45 PM 0 0 0 0
0 0 0 1 0 0
4 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 1 0
0 0 0 2 0
4:15 PM 0 1 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
Northbound Southbound

ATTACHMENT B
874
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 0
0 1
1 0
1 0
4 0 2 6 1 0 1 1 3
2 1
Peak Hour 0 0 0 0 0 4 0
Count Total 0 0 1 5 6 4 0 2 3 9 1 0
8:45 AM 0 0 1 3 4 0 0 0 0 0 0 0 0 0
0 3 0 0 1 0
0 8:30 AM 0 0 0 0 0 3 0 0
0 1 2 0 0 0
0 1
8:15 AM 0 0 0 0 0 1 0
0 0 1 1 0 0
0 0 0
8:00 AM 0 0 0 0 0 0
0 0 0 0 0 1
0 0 0
0 7:30 AM 0 0 0 0 0 0 0 0
2 0 2 0 0 0
0 0 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
1 1 0
HV% - 0% 0% 0% - - - 0%
1 0
7:15 AM 0 0 0 2 2 0 0
0 0 0 0 0 0
West North South
7:00 AM 0 0 0
0 5 0 0 0 0 0 0 90 8 0 15 39
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 0% 0% - 0%
Peak
Hour
All 0 8 80
0 0 1 129 11 0
0 0 0 0 0 0 0 0 0 0 0 0
0 245 0
HV 0 0 0 0 0
Count Total 0 19 113 6 0 0 0 24 67 4 374 0
0 0 0 0 0 0 15 1 0 5 11 0 50 228
5 13 0 55 245
8:45 AM 0 2 16 0
0 0 0 22 2 0
61 213
8:30 AM 0 2 9 2 0 0 0
0 0 0 0 0 0 24 2 0 5 8 0
3 7 0 62 192
8:15 AM 0 2 19 1
0 0 0 30 2 0
67 146
8:00 AM 0 1 18 1 0 0 0
0 0 0 0 0 0 14 2 0 2 11 0
1 2 0 23 0
7:45 AM 0 3 34 1
0 0 0 11 0 0
40 0
7:30 AM 0 2 7 0 0 0 0
0 0 0 0 0 0 10 2 0 2 10 2
1 5 2 16 0
7:15 AM 0 5 8 1
7:00 AM 0 2 2 0 0 0 0 0 0 1 3 0 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Union St S Union St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.75
TOTAL 0.0% 0.91
TH RT
WB - -
NB 0.0% 0.77
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 0.0% 0.61
2 0
2 1
10 00
0 0
0 0
1 1
0 1
N
S Union St
E Market St
E Market St
S Union St
E Market St S Union St
TEV: 245
PHF: 0.91
0 39
15 54
98 0
0 0
0 0
103
0 8
90 0
44 98
0 5
80 8
93 0
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
875
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. 1 0
0 0 0
0 1 0
0 0 0
0 0 0
2 0 2 0 0 0
2 0 2 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 1 1 6
1 1 0 1 9 0
0 0
0 0
Peak Hour
Count Total 0 2
0 0 0 0 0 0 0 0 0 6
3 6
8:45 AM
0 0 0 0
4 8:30 AM
0 0 0 0 0 1 2
1 4
8:15 AM
0 0 0
0 0 1
2 0 1
0 0 0
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 1 1 0 0 0 0 2
0 0
0 0 0
7:00 AM 0 0
RT
0 0
Interval
Start
E Market St E Market St S Union St S Union St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 0

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

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
876
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
0 1
1 2
4 0
0 0
8 0 0 2 1 4 0 3 8
0 3
Peak Hour 1 0 4 1 6 2 0
Count Total 1 0 6 2 9 2 0 3 4 9 1 4
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2 3 0 0 0 0
0 5:30 PM 0 0 1 0 1 0 0 1
0 1 1 0 0 0
0 0
5:15 PM 0 0 1 0 1 0 0
0 0 0 1 0 4
0 0 2
5:00 PM 0 0 1 0 1 1
0 0 0 0 0 0
0 0 1
0 4:30 PM 1 0 2 0 3 1 0 0
0 0 0 1 0 0
1 1 0
EB WB NB SB Total East
4:45 PM 0 0 0 1 1
0 1 0
HV% - 0% 1% 0% - - - 5%
0 0
4:15 PM 0 0 1 0 1 0 0
0 2 1 3 0 0
West North South
4:00 PM 0 0 0
0 7 0 0 0 0 0 0 87 27 0 16 91
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 0% 1% 0% 2%
Peak
Hour
All 0 17 142
0 0 3 168 44 0
0 0 0 0 4 0 0 0 1 0 6 0
2 389 0
HV 0 0 1 0 0
Count Total 0 28 238 11 0 0 0 41 150 2 685 0
0 0 0 0 0 0 15 4 0 4 15 0 63 315
7 14 0 77 336
5:45 PM 0 0 25 0
0 0 1 17 5 0
80 364
5:30 PM 0 2 28 3 0 0 0
0 0 0 0 0 1 22 4 0 6 13 0
4 20 0 95 389
5:15 PM 0 6 27 1
0 0 0 18 5 0
84 370
5:00 PM 0 8 38 2 0 0 0
0 0 0 0 0 0 19 4 0 5 20 0
5 23 0 105 0
4:45 PM 0 3 33 0
0 0 0 25 10 0
105 0
4:30 PM 0 2 37 3 0 0 0
0 0 0 0 0 0 25 8 0 2 28 2
8 17 0 76 0
4:15 PM 0 4 34 2
4:00 PM 0 3 16 0 0 0 0 0 0 1 27 4 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Union St S Union St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.9% 0.85
TOTAL 1.5% 0.93
TH RT
WB - -
NB 3.5% 0.81
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB 0.6% 0.86
2 0
0 0
00 00
0 0
0 0
0 3
4 1
N
S Union St
E Market St
E Market St
S Union St
E Market St S Union St
TEV: 389
PHF: 0.93
2 91
16 109
104
0 0
0 0
0 185
0 8727
0 98
114
0 7
142
17 166
2 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
877
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 2 0 0 0
0 0 2 0 0 0
0 0 0 0
1 0
1 0 0
0 LT TH
0 0 0 2 0 0 1 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 2
0 3 0 0 9 0
2 0
0 0
Peak Hour
Count Total 0 4
0 0 0 0 0 0 0 0 0 5
3 5
5:45 PM
0 1 0 0
3 5:30 PM
0 0 0 0 1 0 1
1 2
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
4 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
4:00 PM 3 0
RT
6 0
Interval
Start
E Market St E Market St S Union St S Union St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 4 0 0 0 1 0

LT TH RT RT LT TH RT
0 2 0 9 0
Peak Hour 0 0 1 0
Count Total 0 0 1 0 0 0 0 0 0 0 6 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 3
0 0 0 1 4
5:45 PM 0 0 0 0
0 0 0 1 0 0
1 6
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 0 0
0 0 0 1 6
5:15 PM 0 0 0 0
0 0 0 1 0 0
1 6
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
0 0 0 3 0
4:45 PM 0 0 0 0
0 0 0 2 0 0
1 0
4:30 PM 0 0 1 0 0 0 0
0 0 0 0 0 0 1 0 0 0 0 0
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
Northbound Southbound

ATTACHMENT B
878
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 1
0 9
3 0
1 4
20 0 0 1 9 0 3 1 13
5 1
Peak Hour 0 0 1 0 1 1 0
Count Total 2 0 1 0 3 1 0 0 1 2 14 0
8:45 AM 1 0 0 0 1 0 0 0 0 0 3 0 1 0
0 0 0 0 1 0
0 8:30 AM 0 0 1 0 1 0 0 0
0 0 0 0 0 0
1 1
8:15 AM 0 0 0 0 0 0 0
0 0 0 0 1 0
0 1 0
8:00 AM 0 0 0 0 0 0
1 0 0 0 1 8
0 0 0
0 7:30 AM 0 0 0 0 0 0 0 0
0 1 1 1 0 0
0 0 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
0 0 0
HV% - 0% 0% 0% - - - 13%
1 0
7:15 AM 1 0 0 0 1 0 0
0 0 0 0 1 0
West North South
7:00 AM 0 0 0
0 2 0 0 0 0 0 0 8 9 1 12 4
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% 0% 0% 0% - 1%
Peak
Hour
All 0 6 100
0 0 0 10 15 1
0 0 0 0 1 0 0 0 0 0 1 0
0 142 0
HV 0 0 0 0 0
Count Total 0 8 136 2 0 0 0 19 8 0 199 0
0 0 0 0 0 0 0 2 0 3 1 0 27 116
0 2 0 24 142
8:45 AM 0 1 20 0
0 0 0 2 2 1
32 132
8:30 AM 0 1 16 0 0 0 0
0 0 0 0 0 0 3 0 0 2 2 0
3 0 0 33 112
8:15 AM 0 1 24 0
0 0 0 3 4 0
53 83
8:00 AM 0 1 21 1 0 0 0
0 0 0 0 0 0 0 3 0 7 0 0
2 0 0 14 0
7:45 AM 0 3 39 1
0 0 0 1 2 0
12 0
7:30 AM 0 0 9 0 0 0 0
0 0 0 0 0 0 0 2 0 1 2 0
1 1 0 4 0
7:15 AM 0 1 6 0
7:00 AM 0 0 1 0 0 0 0 0 0 0 1 0 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Pilgrim St S Pilgrim St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.61
TOTAL 0.7% 0.67
TH RT
WB - -
NB 5.9% 0.61
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 0.0% 0.63
0 0
1 0
00 00
0 0
0 0
3 1
0 9
N
S Pilgrim St
E Market St
E Market St
S Pilgrim St
E Market St S Pilgrim St
TEV: 142
PHF: 0.67
0 4
12 17
15 1
0 0
0 0
121
0 0
89 6
17 0
2 100
6 108
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
879
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
1 0 0 0 0 0
1 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
1 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 1
0 0 0 0 2 0
0 0
0 0
Peak Hour
Count Total 0 1
0 0 0 0 0 0 0 0 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
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
0 0 0
7:00 AM 0 0
RT
1 0
Interval
Start
E Market St E Market St S Pilgrim St S Pilgrim St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 1 0 0 0 0 0

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

UT LT TH RT UT LT
Northbound Southbound

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

ATTACHMENT B
880
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 0
4 3
2 0
2 3
15 1 0 1 8 0 0 1 9
1 2
Peak Hour 1 0 0 0 1 0 0
Count Total 1 0 0 0 1 0 0 1 0 1 12 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 1
0 0 2 0 0 0
0 5:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 2 0
0 0 0
5:00 PM 0 0 0 0 0 0
0 0 1 0 1 3
0 0 1
0 4:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 3
HV% - 0% 1% 0% - - - 0%
1 0
4:15 PM 1 0 0 0 1 0 0
0 0 0 0 0 0
West North South
4:00 PM 0 0 0
0 3 0 0 0 0 0 0 11 10 0 15 8
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 0% 0% 0% 0%
Peak
Hour
All 0 11 172
0 0 0 17 24 0
0 0 0 0 0 0 0 0 0 0 1 0
1 231 0
HV 0 0 1 0 0
Count Total 0 18 296 6 0 0 0 30 17 1 409 0
0 0 0 0 0 0 2 3 0 5 2 0 45 195
1 3 0 50 206
5:45 PM 0 0 31 2
0 0 0 1 6 0
42 218
5:30 PM 0 2 36 1 0 0 0
0 0 0 0 0 0 2 1 0 3 1 0
3 2 1 58 231
5:15 PM 0 2 33 0
0 0 0 3 0 0
56 214
5:00 PM 0 1 48 0 0 0 0
0 0 0 0 0 0 1 4 0 8 0 0
2 2 0 62 0
4:45 PM 0 3 39 1
0 0 0 5 4 0
55 0
4:30 PM 0 4 44 1 0 0 0
0 0 0 0 0 0 2 2 0 2 4 0
6 3 0 41 0
4:15 PM 0 3 41 1
4:00 PM 0 3 24 0 0 0 0 0 0 0 1 4 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Pilgrim St S Pilgrim St
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.75
TOTAL 0.4% 0.93
TH RT
WB - -
NB 0.0% 0.58
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB 0.5% 0.95
0 0
0 0
00 01
0 0
0 0
0 1
0 8
N
S Pilgrim St
E Market St
E Market St
S Pilgrim St
E Market St S Pilgrim St
TEV: 231
PHF: 0.93
1 8
15 24
22 0
0 0
0 0
197
0 1110
0 11
21 0
3 172
11 186
1 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
881
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 0 0 0 0 1
0 1 0 0 1 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 1
5:45 PM
0 0 0 0
1 5:30 PM
0 0 0 0 0 0 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
0 1 0 1
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 0 0
RT
1 0
Interval
Start
E Market St E Market St S Pilgrim St S Pilgrim St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 0

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

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
882
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
3 10
0 3
7 2
1 2
28 0 0 1 3 0 8 2 13
12 9
Peak Hour 0 0 25 20 45 1 0
Count Total 1 0 51 52 104 1 0 0 0 1 7 0
8:45 AM 0 0 13 11 24 0 0 0 0 0 0 0 2 0
0 1 0 0 1 0
1 8:30 AM 0 0 8 5 13 1 0 0
0 0 0 1 0 0
4 1
8:15 AM 0 0 4 8 12 0 0
0 0 0 0 2 0
0 3 0
8:00 AM 0 0 5 4 9 0
0 0 0 0 0 0
0 0 0
6 7:30 AM 0 0 9 6 15 0 0 0
0 0 0 4 0 0
7 8 0
EB WB NB SB Total East
7:45 AM 0 0 8 3 11
0 0 0
HV% - 0% 0% 0% - - - 3%
2 1
7:15 AM 1 0 3 8 12 0 0
0 0 0 0 0 0
West North South
7:00 AM 0 0 1
0 19 0 0 0 0 0 0 815 39 0 77 591
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 5% 3% - 3%
Peak
Hour
All 0 26 76
0 0 0 1,305 61 0
0 0 0 0 25 0 0 4 16 0 45 0
0 1,643 0
HV 0 0 0 0 0
Count Total 0 37 111 26 0 0 0 143 1,023 0 2,706 0
0 0 0 0 0 0 148 7 0 20 126 0 326 1,515
27 144 0 375 1,643
8:45 AM 0 6 17 2
0 0 0 180 7 0
409 1,587
8:30 AM 0 2 12 3 0 0 0
0 0 0 0 0 0 203 10 0 18 149 0
17 144 0 405 1,423
8:15 AM 0 5 21 3
0 0 0 207 9 0
454 1,191
8:00 AM 0 5 21 2 0 0 0
0 0 0 0 0 0 225 13 0 15 154 0
18 126 0 319 0
7:45 AM 0 14 22 11
0 0 0 149 9 0
245 0
7:30 AM 0 3 11 3 0 0 0
0 0 0 0 0 0 116 3 0 16 103 0
12 77 0 173 0
7:15 AM 0 2 4 1
7:00 AM 0 0 3 1 0 0 0 0 0 0 77 3 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Airport Way S Airport Way
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 3.0% 0.98
TOTAL 2.7% 0.90
TH RT
WB - -
NB 2.9% 0.90
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 0.0% 0.64
0 1
0 0
00 00
0 0
0 0
8 2
0 3
N
S Airport Way
E Market St
E Market St
S Airport Way
E Market St S Airport Way
TEV: 1,643
PHF: 0.9
0 591
77 668
841
0 0
0 0
0 192
0 39
815
0 610
854
0 19
76 26
121
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
883
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 0 0 0
0 1 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 1
0 0 0 0 1 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 1
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 1 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
45 0
Interval
Start
E Market St E Market St S Airport Way S Airport Way
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 25 0 0 4 16 0

LT TH RT RT LT TH RT
9 43 0 104 0
Peak Hour 0 0 0 0
Count Total 0 1 0 0 0 0 0 0 0 0 50 1 0
0 0 0 0 0 0 13 0 0 3 8 0 24 58
1 4 0 13 45
8:45 AM 0 0 0 0
0 0 0 8 0 0
12 47
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 4 0 0 1 7 0
1 3 0 9 47
8:15 AM 0 0 0 0
0 0 0 5 0 0
11 46
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 8 0 0 1 2 0
0 6 0 15 0
7:45 AM 0 0 0 0
0 0 0 8 1 0
12 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 3 0 0 1 7 0
1 6 0 8 0
7:15 AM 0 1 0 0
0 0 0 1 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
E Market St E Market St S Airport Way S Airport Way
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
884
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
7 6
6 1
10 5
2 2
39 1 0 1 7 4 5 4 20
7 9
Peak Hour 1 0 18 10 29 0 0
Count Total 1 0 29 19 49 0 0 1 0 1 14 9
5:45 PM 0 0 3 1 4 0 0 0 0 0 2 0 0 0
0 0 0 0 0 2
0 5:30 PM 0 0 4 3 7 0 0 0
0 0 0 1 3 1
1 3
5:15 PM 0 0 2 3 5 0 0
0 0 0 0 4 2
0 0 0
5:00 PM 0 0 2 2 4 0
0 0 0 0 0 1
0 0 2
0 4:30 PM 1 0 4 2 7 0 0 0
0 0 0 1 2 3
2 9 0
EB WB NB SB Total East
4:45 PM 0 0 6 2 8
0 0 4
HV% - 0% 1% 0% - - - 2%
2 2
4:15 PM 0 0 1 4 5 0 0
0 1 0 1 1 2
West North South
4:00 PM 0 0 7
0 22 0 0 0 0 0 0 845 53 0 97 688
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 2% 1% - 2%
Peak
Hour
All 0 23 136
0 0 0 1,482 107 0
0 0 0 0 18 0 0 2 8 0 29 0
0 1,864 0
HV 0 0 1 0 0
Count Total 0 48 251 47 0 0 0 190 1,408 0 3,533 0
0 0 0 0 0 0 147 23 0 17 152 0 374 1,669
17 193 0 430 1,808
5:45 PM 0 7 27 1
0 0 0 159 17 0
447 1,854
5:30 PM 0 10 30 4 0 0 0
0 0 0 0 0 0 166 7 0 31 205 0
28 170 0 418 1,857
5:15 PM 0 4 28 6
0 0 0 165 7 0
513 1,864
5:00 PM 0 4 30 14 0 0 0
0 0 0 0 0 0 225 15 0 29 194 0
26 187 0 476 0
4:45 PM 0 1 41 8
0 0 0 198 13 0
450 0
4:30 PM 0 10 34 8 0 0 0
0 0 0 0 0 0 205 11 0 27 165 0
15 142 0 425 0
4:15 PM 0 8 32 2
4:00 PM 0 4 29 4 0 0 0 0 0 0 217 14 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Airport Way S Airport Way
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.3% 0.88
TOTAL 1.6% 0.91
TH RT
WB - -
NB 2.0% 0.94
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 0.6% 0.87
0 0
0 0
00 01
0 0
0 0
5 4
4 7
N
S Airport Way
E Market St
E Market St
S Airport Way
E Market St S Airport Way
TEV: 1,864
PHF: 0.91
0 688
97 785
868
0 0
0 0
0 286
0 53
845
0 710
898
0 22
136
23 181
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
885
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 1 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 0 0 0 0 1
0 1 0 0 1 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
5:45 PM
0 0 0 0
0 5:30 PM
0 0 0 0 0 0 0
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 1 0
RT
29 0
Interval
Start
E Market St E Market St S Airport Way S Airport Way
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 18 0 0 2 8 0

LT TH RT RT LT TH RT
4 15 0 49 0
Peak Hour 0 0 1 0
Count Total 0 0 1 0 0 0 0 0 0 0 29 0 0
0 0 0 0 0 0 3 0 0 0 1 0 4 20
1 2 0 7 24
5:45 PM 0 0 0 0
0 0 0 4 0 0
5 24
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 3 0
1 1 0 4 24
5:15 PM 0 0 0 0
0 0 0 2 0 0
8 29
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 6 0 0 0 2 0
1 1 0 7 0
4:45 PM 0 0 0 0
0 0 0 4 0 0
5 0
4:30 PM 0 0 1 0 0 0 0
0 0 0 0 0 0 1 0 0 1 3 0
0 2 0 9 0
4:15 PM 0 0 0 0
0 0 0 7 0 0
TH RT
4:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
886
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 4
1 2
1 2
0 0
11 2 1 4 0 1 2 2 5
7 3
Peak Hour 4 0 2 0 6 1 0
Count Total 10 0 4 2 16 1 0 2 1 4 0 1
8:45 AM 3 0 0 0 3 0 0 0 0 0 0 0 0 0
0 1 0 0 0 0
1 8:30 AM 1 0 0 0 1 1 0 0
0 1 1 0 0 1
0 1
8:15 AM 1 0 0 0 1 0 0
0 2 0 2 0 0
1 1 0
8:00 AM 1 0 0 0 1 0
0 0 0 0 0 0
0 1 0
0 7:30 AM 1 0 0 0 1 0 0 0
0 0 0 0 0 4
0 1 0
EB WB NB SB Total East
7:45 AM 1 0 2 0 3
0 0 0
HV% - 0% 2% 0% - - - 7%
0 1
7:15 AM 1 0 2 2 5 0 0
0 0 0 0 0 0
West North South
7:00 AM 1 0 0
0 2 0 0 0 0 0 0 15 15 1 23 7
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 7% 0% 0% 0% - 2%
Peak
Hour
All 0 14 178
0 0 0 21 21 1
0 0 0 0 1 1 0 0 0 0 6 0
0 255 0
HV 0 0 4 0 0
Count Total 0 20 296 4 0 0 0 41 8 0 412 0
0 0 0 0 0 0 1 1 0 1 0 0 45 234
7 1 0 58 255
8:45 AM 0 4 38 0
0 0 0 2 2 0
72 250
8:30 AM 0 1 45 0 0 0 0
0 0 0 0 0 0 7 7 1 6 3 0
2 2 0 59 213
8:15 AM 0 4 43 1
0 0 0 3 3 0
66 178
8:00 AM 0 3 45 1 0 0 0
0 0 0 0 0 0 3 3 0 8 1 0
7 0 0 53 0
7:45 AM 0 6 45 0
0 0 0 3 3 0
35 0
7:30 AM 0 1 38 1 0 0 0
0 0 0 0 0 0 1 1 0 7 1 0
3 0 0 24 0
7:15 AM 0 1 23 1
7:00 AM 0 0 19 0 0 0 0 0 0 0 1 1 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Sierra Nevada St S Sierra Nevada St 15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.78
TOTAL 2.4% 0.89
TH RT
WB - -
NB 6.7% 0.54
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 2.1% 0.95
0 0
1 0
01 01
1 0
0 0
2 2
1 0
N
S Sierra Nevada St
E Market St
E Market St
S Sierra Nevada
St
E Market StS Sierra Nevada St
TEV: 255
PHF: 0.89
0 7
23 31
30 1
0 0
0 0
216
0 1515
0 9
30 0
2 178
14 194
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
887
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
1 0 0 0 0 0
1 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 1 1 1 0 0 4
0 1 1 0 4 0
0 0
0 0
Peak Hour
Count Total 1 0
0 0 0 0 0 0 0 0 0 4
1 4
8:45 AM
0 0 0 0
3 8:30 AM
0 0 0 1 0 0 1
2 2
8:15 AM
0 1 1
0 0 0
1 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
6 0
Interval
Start
E Market St E Market St S Sierra Nevada St S Sierra Nevada St 15-min
Total
Rolling
One Hour
0 0 0 0 0 0 1 1 0 0 0 0

LT TH RT RT LT TH RT
2 0 0 16 0
Peak Hour 0 0 4 0
Count Total 0 0 10 0 0 0 0 0 0 0 2 2 0
0 0 0 0 0 0 0 0 0 0 0 0 3 6
0 0 0 1 6
8:45 AM 0 0 3 0
0 0 0 0 0 0
1 6
8:30 AM 0 0 1 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 10
8:15 AM 0 0 1 0
0 0 0 0 0 0
3 10
8:00 AM 0 0 1 0 0 0 0
0 0 0 0 0 0 1 1 0 0 0 0
0 0 0 1 0
7:45 AM 0 0 1 0
0 0 0 0 0 0
5 0
7:30 AM 0 0 1 0 0 0 0
0 0 0 0 0 0 1 1 0 2 0 0
0 0 0 1 0
7:15 AM 0 0 1 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 1 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
E Market St E Market St S Sierra Nevada St S Sierra Nevada St 15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
888
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 1
3 1
0 4
0 2
13 6 3 9 0 1 1 3 5
3 5
Peak Hour 4 0 0 2 6 0 0
Count Total 5 0 0 4 9 1 0 10 4 15 2 3
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0
0 5 0 0 0 0
1 5:30 PM 1 0 0 0 1 1 0 4
0 0 0 2 0 1
0 0
5:15 PM 0 0 0 1 1 0 0
0 4 2 6 0 0
0 0 1
5:00 PM 1 0 0 0 1 0
0 0 0 0 0 0
1 0 2
0 4:30 PM 2 0 0 1 3 0 0 0
2 0 2 0 0 1
1 1 0
EB WB NB SB Total East
4:45 PM 0 0 0 1 1
1 1 0
HV% - 0% 2% 0% - - - 0%
1 1
4:15 PM 1 0 0 0 1 0 0
0 0 1 1 0 0
West North South
4:00 PM 0 0 0
0 5 0 0 0 0 0 0 20 15 0 70 26
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 3% 0% - 1%
Peak
Hour
All 0 23 260
0 0 0 39 34 0
0 0 0 0 0 0 0 2 0 0 6 0
0 419 0
HV 0 0 4 0 0
Count Total 0 47 481 11 0 0 0 115 31 0 758 0
0 0 0 0 0 0 5 5 0 13 2 0 88 352
9 2 0 79 375
5:45 PM 0 5 54 4
0 0 0 2 2 0
85 402
5:30 PM 0 5 58 1 0 0 0
0 0 0 0 0 0 3 3 0 11 1 0
24 5 0 100 419
5:15 PM 0 3 64 0
0 0 0 4 4 0
111 406
5:00 PM 0 3 60 0 0 0 0
0 0 0 0 0 0 8 3 0 13 4 0
20 7 0 106 0
4:45 PM 0 8 74 1
0 0 0 3 3 0
102 0
4:30 PM 0 7 64 2 0 0 0
0 0 0 0 0 0 5 5 0 13 10 0
12 0 0 87 0
4:15 PM 0 5 62 2
4:00 PM 0 11 45 1 0 0 0 0 0 0 9 9 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Sierra Nevada St S Sierra Nevada St 15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 2.1% 0.83
TOTAL 1.4% 0.94
TH RT
WB - -
NB 0.0% 0.80
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB 1.4% 0.87
0 0
0 0
21 03
3 0
0 0
1 3
1 0
N
S Sierra Nevada St
E Market St
E Market St
S Sierra Nevada
St
E Market StS Sierra Nevada St
TEV: 419
PHF: 0.94
0 26
70 96
43 0
0 0
0 0
345
0 2015
0 31
35 0
5 260
23 288
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
889
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. 1 0
0 0 0
1 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 0
0 0 0
0 LT TH
0 0 0 0 0 1 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 3 3 1 2 0 9
0 5 5 0 15 0
0 0
0 0
Peak Hour
Count Total 2 2
0 0 0 0 0 0 0 0 0 11
5 11
5:45 PM
0 2 2 0
7 5:30 PM
0 0 0 0 0 0 0
6 9
5:15 PM
0 2 2
0 0 0
1 0 0
0 0 0
4 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 1 1 0 0 0 2
0 0
0 0 0
4:00 PM 1 0
RT
6 0
Interval
Start
E Market St E Market St S Sierra Nevada St S Sierra Nevada St 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
4 0 0 9 0
Peak Hour 0 0 4 0
Count Total 0 0 5 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 3
0 0 0 1 4
5:45 PM 0 0 0 0
0 0 0 0 0 0
1 6
5:30 PM 0 0 1 0 0 0 0
0 0 0 0 0 0 0 0 0 1 0 0
0 0 0 1 6
5:15 PM 0 0 0 0
0 0 0 0 0 0
1 6
5:00 PM 0 0 1 0 0 0 0
0 0 0 0 0 0 0 0 0 1 0 0
1 0 0 3 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
1 0
4:30 PM 0 0 2 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
1 0 0 1 0
4:15 PM 0 0 1 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
890
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 2
3 4
0 1
2 0
13 0 0 0 2 1 2 2 7
4 4
Peak Hour 3 0 35 27 65 0 0
Count Total 14 0 77 72 163 0 0 1 0 1 3 2
8:45 AM 4 0 9 12 25 0 0 1 0 1 0 0 0 0
0 0 1 0 1 0
0 8:30 AM 1 0 11 7 19 0 0 0
0 0 0 1 0 0
0 0
8:15 AM 1 0 12 6 19 0 0
0 0 0 0 0 0
1 1 2
8:00 AM 0 0 5 5 10 0
0 0 0 0 0 0
0 2 1
1 7:30 AM 2 0 7 9 18 0 0 0
0 0 0 1 0 0
16 33 0
EB WB NB SB Total East
7:45 AM 1 0 7 9 17
0 0 0
HV% - 0% 2% 0% - - - 5%
0 0
7:15 AM 4 0 10 8 22 0 0
0 0 0 0 0 1
West North South
7:00 AM 1 0 16
0 50 0 0 0 0 0 0 686 63 0 118 623
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 3% - 1% 4% - 4%
Peak
Hour
All 0 15 140
0 0 0 1,184 102 0
0 0 0 0 33 2 0 1 26 0 65 0
0 1,695 0
HV 0 0 3 0 0
Count Total 0 23 208 110 0 0 0 174 1,103 0 2,904 0
0 0 0 0 0 0 193 13 0 22 144 0 412 1,693
29 157 0 428 1,695
8:45 AM 0 2 25 13
0 0 0 169 15 0
450 1,577
8:30 AM 0 8 35 15 0 0 0
0 0 0 0 0 0 194 19 0 23 164 0
35 157 0 403 1,370
8:15 AM 0 4 36 10
0 0 0 154 15 0
414 1,211
8:00 AM 0 1 26 15 0 0 0
0 0 0 0 0 0 169 14 0 31 145 0
10 128 0 310 0
7:45 AM 0 2 43 10
0 0 0 125 6 0
243 0
7:30 AM 0 3 20 18 0 0 0
0 0 0 0 0 0 84 11 0 18 96 0
6 112 0 244 0
7:15 AM 0 1 17 16
7:00 AM 0 2 6 13 0 0 0 0 0 0 96 9 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Wilson Way S Wilson Way
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 3.6% 0.96
TOTAL 3.8% 0.94
TH RT
WB - -
NB 4.7% 0.88
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 1.5% 0.88
0 0
0 0
00 00
0 0
0 0
2 2
1 2
N
S Wilson Way
E Market St
E Market St
S Wilson Way
E Market St S Wilson Way
TEV: 1,695
PHF: 0.94
0 623
118
741
701
0 0
0 0
0 321
0 63
686
0 673
749
0 50
140
15 205
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
891
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 1 0 1 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 1 0 1 1
0 0
8:45 AM
0 0 0 0
0 8:30 AM
0 0 0 0 0 0 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
65 0
Interval
Start
E Market St E Market St S Wilson Way S Wilson Way
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 33 2 0 1 26 0

LT TH RT RT LT TH RT
2 70 0 163 0
Peak Hour 0 0 3 0
Count Total 0 1 11 2 0 0 0 0 0 0 69 8 0
0 0 0 0 0 0 7 2 0 0 12 0 25 73
0 7 0 19 65
8:45 AM 0 0 3 1
0 0 0 10 1 0
19 64
8:30 AM 0 0 1 0 0 0 0
0 0 0 0 0 0 11 1 0 0 6 0
0 5 0 10 67
8:15 AM 0 0 1 0
0 0 0 5 0 0
17 90
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 7 0 0 1 8 0
0 9 0 18 0
7:45 AM 0 0 1 0
0 0 0 7 0 0
22 0
7:30 AM 0 1 1 0 0 0 0
0 0 0 0 0 0 8 2 0 1 7 0
0 16 0 33 0
7:15 AM 0 0 3 1
0 0 0 14 2 0
TH RT
7:00 AM 0 0 1 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
E Market St E Market St S Wilson Way S Wilson Way
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
892
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 2
5 3
6 6
1 5
29 0 2 2 1 5 2 12 20
3 18
Peak Hour 5 0 30 14 49 0 0
Count Total 8 0 52 29 89 1 0 0 2 3 2 6
5:45 PM 0 0 5 2 7 0 0 0 0 0 1 1 0 3
0 0 0 0 0 1
3 5:30 PM 1 0 3 3 7 0 0 0
0 0 0 0 2 1
0 4
5:15 PM 1 0 6 3 10 0 0
0 0 1 1 1 1
0 1 2
5:00 PM 0 0 3 5 8 0
0 0 0 1 1 0
2 0 3
2 4:30 PM 2 0 11 4 17 0 0 0
0 0 0 0 0 0
3 9 1
EB WB NB SB Total East
4:45 PM 2 0 10 2 14
0 0 0
HV% - 3% 1% 1% - - - 3%
1 0
4:15 PM 1 0 9 7 17 0 0
0 0 0 1 0 0
West North South
4:00 PM 1 0 5
0 75 0 0 0 0 0 0 850 112 0 188 814
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 4% - 1% 1% - 2%
Peak
Hour
All 0 38 238
0 0 0 1,633 211 0
0 0 0 0 25 5 0 2 12 0 49 0
0 2,315 0
HV 0 1 3 1 0
Count Total 0 57 422 142 0 0 0 362 1,612 0 4,439 0
0 0 0 0 0 0 191 29 0 33 196 0 515 2,191
55 207 0 544 2,252
5:45 PM 0 5 44 17
0 0 0 187 24 0
558 2,315
5:30 PM 0 4 46 21 0 0 0
0 0 0 0 0 0 207 21 0 48 203 0
53 217 0 574 2,301
5:15 PM 0 6 54 19
0 0 0 187 26 0
576 2,248
5:00 PM 0 7 67 17 0 0 0
0 0 0 0 0 0 201 33 0 42 205 0
45 189 0 607 0
4:45 PM 0 11 65 19
0 0 0 255 32 0
544 0
4:30 PM 0 14 52 20 0 0 0
0 0 0 0 0 0 211 25 0 43 190 0
43 205 0 521 0
4:15 PM 0 7 51 17
4:00 PM 0 3 43 12 0 0 0 0 0 0 194 21 0

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

UT LT TH RT
Interval
Start
E Market St E Market St S Wilson Way S Wilson Way
15-min
Total

UT LT TH RT
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.4% 0.93
TOTAL 2.1% 0.95
TH RT
WB - -
NB 3.1% 0.84
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 1.4% 0.92
0 0
0 0
20 00
0 0
0 0
2 12
5 1
N
S Wilson Way
E Market St
E Market St
S Wilson Way
E Market St S Wilson Way
TEV: 2,315
PHF: 0.95
0 814
188
1,002
888
0 0
0 0
0 538
0 850112
0 889
962
0 75
238
38 351
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
893
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 1 0
0 1 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 1 0 0 0
0 0 1 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 2 0 2
0 0 0 0 3 0
0 0
0 0
Peak Hour
Count Total 0 2
0 0 0 0 0 0 0 0 0 1
0 2
5:45 PM
0 0 0 0
2 5:30 PM
0 0 0 0 0 0 0
1 2
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
2 5:00 PM
0 0 0 1
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 1 0
RT
49 0
Interval
Start
E Market St E Market St S Wilson Way S Wilson Way
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 25 5 0 2 12 0

LT TH RT RT LT TH RT
2 27 0 89 0
Peak Hour 0 1 3 1
Count Total 0 1 5 2 0 0 0 0 0 0 44 8 0
0 0 0 0 0 0 4 1 0 0 2 0 7 32
0 3 0 7 39
5:45 PM 0 0 0 0
0 0 0 3 0 0
10 49
5:30 PM 0 0 1 0 0 0 0
0 0 0 0 0 0 5 1 0 1 2 0
1 4 0 8 56
5:15 PM 0 0 1 0
0 0 0 2 1 0
14 57
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 7 3 0 0 2 0
0 4 0 17 0
4:45 PM 0 0 2 0
0 0 0 11 0 0
17 0
4:30 PM 0 1 0 1 0 0 0
0 0 0 0 0 0 9 0 0 0 7 0
0 3 0 9 0
4:15 PM 0 0 1 0
0 0 0 3 2 0
TH RT
4:00 PM 0 0 0 1 0 0 0

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
894
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 4
3 1
1 2
0 3
15 4
WB - -
NB 0.0% 0.71
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 2.2% 0.93
Date: 04/03/2024
Peak Hour Count Period: 7:00 AM 9:00 AM

UT LT TH RT
Interval
Start
E Market St E Market St S Eugenia St N/A
15-min
Total

UT LT TH RT
SB - -
TOTAL 2.0% 0.92
TH RT
7:00 AM 0 0 23 1 0 0 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound
0 0 0 0 0 0
0 0 0 29 0
7:15 AM 0 0 42 0
0 0 0 0 5 0
0 0 0 48 0
7:45 AM 0 0 80 6
0 0 0 0 5 0
48 0
7:30 AM 0 0 40 3 0 0 0
0 6 0 0 0 0
97 222
8:00 AM 0 0 74 4 0 0 0
0 0 0 0 0 0 0 11 0 0 0 0
0 0 0 0 0 0
0 0 0 84 277
8:15 AM 0 0 72 5
0 0 0 0 6 0
0 0 0 92 357
8:45 AM 0 0 55 1
0 0 0 0 13 0
84 313
8:30 AM 0 0 78 1 0 0 0
0 7 0 0 0 0
0 0 0 0 0 0 0 19 0 0 0 0 75 335
Count Total 0 0 464 21 0 0 0 0 0 0 557 0
Peak
Hour
All 0 0 304
0 0 0 0 72 0
0 0 0 0 0 0 0 0 0 0 7 0
0 357 0
HV 0 0 5 2 0 0
16 0 0 0 0 0 0 0 37 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - - 2% 13% - - - - - - - 0% - - - - 2%
0 1
7:15 AM 5 0 1 0 6 1 0
0 0 0 1 0 0
West North South
7:00 AM 5 0 0 0 5 1
EB WB NB SB Total East
7:45 AM 2 0 0 0 2
0 0 0 0 3 0
2 7:30 AM 2 0 0 0 2 0 0 0
0 0 1 0 0 2
0 0
8:15 AM 2 0 0 0 2 1 0
0 0 0 0 1 0
0 0 1
8:00 AM 1 0 0 0 1 0
0 0 0 0 0 0
8:45 AM 5 0 0 0 5
0 0 0 0 0 0
1 8:30 AM 2 0 0 0 2 0 0 0
0 0 1 0 1 0
0 0 0 0 0 0 0 0 3
5 8
Peak Hr 7 0 0 0 7 1 0
Count Total 24 0 1 0 25 3 0 0 0 3 1 1
0 0 1 1 1 0 2
0 1
0 0
0 0
0 2
1 1
N
S Eugenia St
E Market St
E Market St
S Eugenia St
E Market St
TEV: 357
PHF: 0.92
0 0
0 341
0 37
0 16
37 0
16 304 320
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
895
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.

City Council and Concurrent AuthoritiesApril 15, 2025

City Council and Concurrent Authorities
April 15, 2025