Attachment B - Main Street and Market Street Traffic Study — City Council and Concurrent Authorities, April 15, 2025 (part 2 of 5)

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 in Delay Control 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

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# Intersection Peak
Hour
Existing Build Conditions Background Build Conditions Change in Delay Control 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 Street-
Lafayette 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 in Delay Control 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

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 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 SimTraffi c 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 enha ncements 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 light-
emitting-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 W
ARRANT
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 (2 50 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.

ATTACHMENT B

APPENDIX A – COLLISION DATA SET

ATTACHMENT B
Crash Data
CASE_ID ACCIDEN T PROC_DATJURIS COLLISIO NCOLLISIONOFFICER_I REPORTIN DAY_OF_WCHP_SHIFTPOPULATI CNTY_CITYSPECIAL_CBEAT_TYP CHP_BEATCITY_DIVISCHP_BEATBEAT_NUMPRIMARY_RD SECONDARY_RD DISTANCE DIRECTIO NINTERSECTWEATHER WEATHER STATE_HWCALTRANSCALTRANSSTATE_ROROUTE_SUPOSTMILE POSTMILE LOCATIONRAMP_INTSIDE_OF_HTOW_AWACOLLISIONNUMBER_NUMBER_PARTY_COPRIMARY_PCF_CODEPCF_VIOL_PCF_VIOLAPCF_VIOL_HIT_AND_TYPE_OF_ MVIW PED_ACTI OROAD_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 1103 A ‐ 12 22450 N D ‐ AAH ‐ AA 0 YYA 1000000000 ‐ ‐ SAN JOAQ STOCKTON ‐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 3022 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 8011000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 6348028 2016 ######## 3905 ######## 1029 2063 CIV 5 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N Y 4022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQ STOCKTON ‐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 4012 D ‐ 0 N GBBAH ‐ AA 0 Y Y ‐‐ 001010000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQ STOCKTON ‐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 4022 A ‐ 17 21451 A N D C A A H ‐ CA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 7158776 2015 ######## 3905 ######## 1438 2463 PAR 1 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y C ‐ N Y 4022 A ‐ 12 21453 A N D C A B H ‐ AA 0 Y A 7002000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95482 7158794 2015 ######## 3905 ######## 905 1323 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y B ‐ N N 3012 A ‐ 12 21453 A N D D A B H ‐ AA 0 Y A 8010000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 7158941 2015 ######## 3905 ######## 1420 2063 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4033 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 7174848 2015 ######## 3905 ######## 456 2682 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4032 A ‐ 9 21801 A N A C A A H ‐ CA 0 Y A 1003000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 7174959 2015 ######## 3905 ######## 1839 2438 CIV 5 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N N 3042 A ‐ 9 21801 A N D C A A H ‐ CA 0 Y A 1013000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95404 7175638 2015 ######## 3905 ######## 1640 1323 CIV 5 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 0 Y A ‐ N N 4032 A ‐ 7 21658 A N B C A A H ‐ BA 0 Y D 2 2003000000 ‐ ‐ 37.953 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95306 7175658 2015 ######## 3905 ######## 1354 3452 PARK 3 5 6 3905 0 0 0 0 MARSH ST F ST 0 Y A ‐ N Y 4012 A ‐ 9 21803 A N D C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95505 ‐121.254 SAN JOAQ STOCKTON ‐121.254 37.95526 7175768 2015 ######## 3905 ######## 1004 2063 PAR 4 5 6 3905 0 0 0 0 UNION ST MAIN ST 0 Y A B N Y 4012 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95483 ‐121.277 SAN JOAQ STOCKTON ‐121.277 37.9549 7175808 2015 ######## 3905 ######## 1119 2463 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4012 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 7176151 2015 ######## 3905 ######## 2139 2678 PAR 5 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A N D C A A H ‐ CA 0 YYA 1001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95482 7198105 2016 ######## 3905 ######## 1715 2763 SEA 3 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 0 Y A ‐ N N 3012 A ‐ 12 21453 A N D C A B H ‐ CA 0 Y A 1010000000 ‐ ‐ 37.953 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95306 7198114 2016 ######## 3905 ######## 938 1393 1 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 5 N Y C ‐ N N 4012 D ‐ 0 N GBBBH ‐ AA 0 Y Y ‐‐ 001010000 ‐ ‐ 37.953 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95306 7208567 2016 ######## 3905 ######## 1410 2277 PAR 4 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 0 Y A ‐ N Y 4012 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQ STOCKTON ‐121.249 37.95471 7208632 2016 ######## 3905 ######## 1328 2463 7 5 6 3905 0 0 0 0 PAR MAIN ST DELLA ST 30 E N A ‐ N N 4012 A ‐ 3 22350 M C C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ 37.95558 ‐121.269 SAN JOAQ STOCKTON ‐121.269 37.95572 8010211 2016 ######## 3905 ######## 1603 2463 CIV 1 5 6 3905 0 0 0 0 AURORA ST MARKET ST 0 Y B C N Y 2023 A ‐ 9 21802 A N D C A B H ‐ AA 0 Y Y A 1101000100 ‐ ‐ 37.95343 ‐121.279 SAN JOAQ STOCKTON ‐121.279 37.95348 8015489 2016 ######## 3905 ######## 1000 3674 CIV 4 5 6 3905 0 0 0 0 CALIFORNIA ST MARKET ST 0 Y B ‐ N N 2022 A ‐ 12 21453 A N H G A A H ‐ AA 0 Y Y L 4110000100 ‐ ‐ 37.95258 ‐121.284 SAN JOAQ STOCKTON ‐121.284 37.9526 8023470 2016 ######## 3905 ######## 1530 2536 2 5 6 3905 0 0 0 0 PAR AIRPORT WY MARKET ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N B C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8023667 2016 ######## 3905 ######## 1554 2770 PAR 5 5 6 3905 0 0 0 0 MARKET ST PILGRIM ST 0 Y A ‐ N Y 3021 A ‐ 3 22350 N E I A A H ‐ AD 0 Y A 1011000000 ‐ ‐ 37.95407 ‐121.275 SAN JOAQ STOCKTON ‐121.275 37.95417 8029009 2016 ######## 3905 ######## 1530 2759 CIV 5 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 6 W Y A ‐ N N 3012 A ‐ 17 21663 N H G A A H ‐ AA 0 Y Y L 4010000100 ‐ ‐ 37.953 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95306 8029016 2016 ######## 3905 ######## 1611 2537 PAR 7 5 6 3905 0 0 0 0 WILSON WY MARKET ST 24 S Y A ‐ N N 4012 A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95476 8031688 2015 ######## 3905 ######## 1511 1315 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y B ‐ N Y 4033 A ‐ 5 21651 B N D C A A H ‐ AA 0 Y D 2 2003000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 8050556 2016 ######## 3905 ######## 812 1315 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 64 N Y A ‐ N Y 3024 D ‐ 0 M CEAAH ‐ AD 0 Y ‐‐ 020000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95553 8050594 2016 ######## 3905 ######## 1614 2779 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 60 N Y A ‐ N N 3023 A ‐ 3 22350 N G B E A H ‐ AD 0 Y Y A 8020020000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95455 8050637 2016 ######## 3905 ######## 1659 2529 PAR 5 5 6 3905 0 0 0 0 MAIN ST C ST 0 Y A ‐ N Y 3042 A ‐ 12 21453 A N A C A A H ‐ AA 0 Y A 1013000000 ‐ ‐ 37.95516 ‐121.262 SAN JOAQ STOCKTON ‐121.262 37.95535 8072890 2016 ######## 3905 ######## 1300 2525 CIV 5 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 0 Y A ‐ N Y 4033 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.953 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95306 8073046 2016 ######## 3905 ######## 2232 2762 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4033 A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 1003000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 8088050 2016 ######## 3905 ######## 1025 1323 PAR 5 5 6 3905 0 0 0 0 MAIN ST B ST 0 Y A ‐ N Y 4022 A ‐ 9 21801 A N D C A A H ‐ AD 0 Y A 1002000000 ‐ ‐ 37.9553 ‐121.264 SAN JOAQ STOCKTON ‐121.264 37.95547 8088060 2016 ######## 3905 ######## 1222 2463 PAR 7 5 6 3905 0 0 0 0 MARSH ST F ST 0 Y A ‐ N Y 4012 A ‐ 9 21800 A N D C A A H ‐ AD 0 Y ‐‐ 001000000 ‐ ‐ 37.95505 ‐121.254 SAN JOAQ STOCKTON ‐121.254 37.95526 8088073 2016 ######## 3905 ######## 1602 2525 PAR 3 5 6 3905 0 0 0 0 MARKET ST DELLA ST 0 Y A ‐ N Y 4022 D ‐ 0 NDCAAH ‐ AA 0 Y ‐‐ 002000000 ‐ ‐ 37.95513 ‐121.269 SAN JOAQ STOCKTON ‐121.269 37.95527 8102760 2016 ######## 3905 ######## 1025 2537 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7002000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8102763 2016 ######## 3905 ######## 1803 2723 PAR 2 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 103 W Y A ‐ N Y 4012 A ‐ 21 22106 N B C A A H ‐ AD 0 Y D 2 2001000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQ STOCKTON ‐121.249 37.95473 8103031 2016 ######## 3905 ######## 1410 2537 CIV 4 5 6 3905 0 0 0 0 MAIN ST GRANT ST 7 N Y A ‐ N N 4012 A ‐ 10 21950 A N G B B A H ‐ AA 0 Y Y A 1001010000 ‐ ‐ 37.9542 ‐121.281 SAN JOAQ STOCKTON ‐121.281 37.95425 8114614 2016 ######## 3905 ######## 1436 3452 CIV 7 5 6 3905 0 0 0 0 MAIN ST STANISLAUS ST 0 Y A ‐ N Y 3043 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 2 2022000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95404 8118049 2016 ######## 3905 ######## 745 2063 PAR 5 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4022 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8152812 2016 ######## 3905 ######## 1437 3452 CIV 7 5 6 3905 0 0 0 0 MAIN ST STANISLAUS ST 0 Y A ‐ N Y 3043 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 2 2022000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95404 8152867 2016 ######## 3905 ######## 1241 2463 CIV 1 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N N 4032 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 003000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQ STOCKTON ‐121.291 37.95151 8152872 2016 ######## 3905 ######## 1041 1422 PAR 5 5 6 3905 0 0 0 0 MARKET ST WILSON WY 0 Y A ‐ N Y 4022 A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95482 8154655 2016 ######## 3905 ######## 1806 1620 PAR 1 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8154753 2016 ######## 3905 ######## 1300 2463 PAR 2 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 3012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 010000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95482 8155764 2016 ######## 3905 ######## 1710 1323 PAR 2 5 6 3905 0 0 0 0 MAIN ST WILSON WY 0 Y B ‐ N N 4012 A ‐ 3 22350 M C C A A H ‐ AA 0 Y A 8001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐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 4012 A ‐ 5 21650 M A C A A H ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 81671882 2021 ######## 3905 ######## 2036 3005 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 7001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 81679054 2021 ######## 3905 ######## 2312 3111 PAR 1 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A F D C A A H ‐ CA 0 Y A 7001000000 ‐ ‐ 37.9547 ‐121.275 SAN JOAQ STOCKTON ‐121.274 37.95536 81679061 2021 ######## 3905 ######## 1603 1541 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y B C N Y 4032 A ‐ 12 21453 A M D C A B H ‐ BA 0 Y A 1003000000 ‐ ‐ 37.95372 ‐121.275 SAN JOAQ STOCKTON ‐121.274 37.95439 81693381 2021 ######## 3905 ######## 1015 3142 PAR 3 5 6 3905 0 0 0 0 F ST MARSH ST 0 Y B ‐ N Y 4012 A ‐ 9 21804 A M D D A B H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95449 ‐121.256 SAN JOAQ STOCKTON ‐121.254 37.95526 81694113 2021 ######## 3905 ######## 1659 7034 PAR 5 5 6 3905 0 0 0 0 MAIN ST LAFAYETTE ST 0 Y B ‐ N Y 4012 A ‐ 9 21802 A N D C A A H ‐ CA 0 Y ‐‐ 001000000 ‐ ‐ 37.95516 ‐121.262 SAN JOAQ STOCKTON ‐121.262 37.95535 81725971 2022 ######## 3905 ######## 1026 2466 CIV 6 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A F D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95244 ‐121.283 SAN JOAQ STOCKTON ‐121.282 37.95306 81726075 2022 ######## 3905 ######## 1222 7164 PAR 2 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 81726112 2022 ######## 3905 ######## 1630 3133 PAR 3 5 6 3905 0 0 0 0 MARKET ST DELLA ST 0 Y A ‐ N N 4012 A ‐ 9 21802 A N A C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95513 ‐121.269 SAN JOAQ STOCKTON ‐121.269 37.95527 81726132 2022 ######## 3905 ######## 1132 7161 CIV 6 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQ STOCKTON ‐121.287 37.95217 81751964 2022 ######## 3905 ######## 1025 2463 CIV 2 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A M D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQ STOCKTON ‐121.287 37.95217 81752012 2022 ######## 3905 ######## 725 7164 CIV 5 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N N 3022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7011000000 ‐ ‐ 37.95342 ‐121.283 SAN JOAQ STOCKTON ‐121.282 37.95404 81752089 2022 ######## 3905 ######## 1552 7035 PAR 3 5 6 3905 0 0 0 0 MAIN ST LAFAYETTE ST 0 Y A ‐ N N 3022 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y Y A 1020000001 ‐ ‐ 37.95516 ‐121.262 SAN JOAQ STOCKTON ‐121.262 37.95535 81752116 2022 ######## 3905 ######## 1730 3057 PAR 5 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 001000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQ STOCKTON ‐121.244 37.95447 81753181 2022 ######## 3905 ######## 4 3002 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4032 A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 1003000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 81753207 2022 ######## 3905 ######## 1559 7161 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4052 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 2 2005000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 81753213 2022 ######## 3905 ######## 734 2463 CIV 1 5 6 3905 0 0 0 0 MARKET ST GRANT ST 17 E Y A ‐ N Y 3021 A ‐ 3 22350 N E I A A H ‐ AA 0 Y A 1011000000 ‐ ‐ 37.95266 ‐121.282 SAN JOAQ STOCKTON ‐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 4012 A ‐ 5 21651 A N B C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐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 3012 A ‐ 9 21800 A N D C A A H ‐ AA 0 Y A 7010000000 ‐ ‐ 37.95202 ‐121.285 SAN JOAQ STOCKTON ‐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 3044 A ‐ 5 21460 A N B C A B H ‐ AD 0 Y A 1013000000 ‐ ‐ 37.95453 ‐121.251 SAN JOAQ STOCKTON ‐121.251 37.95479 8178079 2016 ######## 3905 ######## 2249 2770 PARK 5 5 6 3905 0 0 0 0 MAIN ST BROADWAY AV 0 Y A ‐ N N 4012 A ‐ 3 22350 F C E A A H ‐ CD 0 Y A 1001000000 ‐ ‐ 37.95399 ‐121.241 SAN JOAQ STOCKTON ‐121.241 37.95431 8178197 2016 ######## 3905 ######## 1955 2525 CIV 5 5 6 3905 0 0 0 0 MARKET ST CENTER ST 24 E Y A ‐ N Y 3011 A ‐ 3 22350 N E I A B H ‐ CA 0 Y A 7010000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQ STOCKTON ‐121.291 37.95151 8178206 2016 ######## 3905 ######## 1647 2794 PAR 1 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y A ‐ N N 4022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8178360 2016 ######## 3905 ######## 1711 2525 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4012 A ‐ 9 21801 A N D C A A H ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐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 4022 A ‐ 3 22350 F A C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95511 ‐121.261 SAN JOAQ STOCKTON ‐121.261 37.95528 81793264 2022 ######## 3905 ######## 1834 7161 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4032 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.9547 ‐121.275 SAN JOAQ STOCKTON ‐121.274 37.95536 81793452 2022 ######## 3905 ######## 722 7164 PAR 5 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y A ‐ N Y 4012 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95405 ‐121.253 SAN JOAQ STOCKTON ‐121.252 37.95485 81796330 2022 ######## 3905 ######## 848 7175 CIV 1 5 6 3905 0 0 0 0 HUNTER ST MARKET ST 5 S Y A ‐ N N 4012 A ‐ 10 21950 A N G B B A H ‐ AA 0 Y Y D 2 2001010000 ‐ ‐ 37.95194 ‐121.288 SAN JOAQ STOCKTON ‐121.288 37.95193 81797302 2022 ######## 3905 ######## 1535 2466 PAR 2 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 12 E Y A ‐ N N 3012 A ‐ 10 21950 A N G B B A H ‐ AA 0 Y Y A 7010010000 ‐ ‐ 37.95363 ‐121.246 SAN JOAQ STOCKTON ‐121.244 37.95447 81811822 2022 ######## 3905 ######## 1750 7175 PAR 1 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N Y 4023 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y D 2 2002000000 ‐ ‐ 37.95385 ‐121.276 SAN JOAQ STOCKTON ‐121.276 37.95395 81821000 2022 ######## 3905 ######## 1434 7161 CIV 6 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N Y 4022 A ‐ 8 22100 B N D C A A H ‐ AA 0 Y A 7002000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQ STOCKTON ‐121.291 37.95151 81821018 2022 ######## 3905 ######## 1910 3057 PAR 5 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 8 N Y A ‐ N N 3012 A ‐ 10 21950 A N G B B A H ‐ AA 0 Y Y D 2 2010010000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95487 81826724 2022 ######## 3905 ######## 1601 2466 2 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4012 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 81832782 2022 ######## 3905 ######## 1929 3115 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4012 A ‐ 3 22350 N D C A A H ‐ AA 0 YYA 1001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 81834502 2022 ######## 3905 ######## 1424 7160 CIV 5 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 20 N Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95409 81852742 2022 ######## 3905 ######## 1340 7161 CIV 7 5 6 3905 0 0 0 0 MAIN ST GRANT ST 0 Y A ‐ N N 3012 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ 37.9542 ‐121.281 SAN JOAQ STOCKTON ‐121.281 37.95425 81859533 2022 ######## 3905 ######## 811 2463 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 54 N Y A ‐ N Y 4012 A ‐ 3 22350 M C C A A H ‐ AA 0 YYA 7001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 81871715 2022 ######## 3905 ######## 500 3133 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 3012 A ‐ 12 21453 A N D G A A H ‐ D A 0 Y Y L 4010000100 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 81909536 2022 ######## 3905 ######## 730 1541 PAR 5 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 4042 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1004000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQ STOCKTON ‐121.244 37.95447 81913400 2022 ######## 3905 ######## 516 3065 PAR 1 5 6 3905 0 0 0 0 MARKET ST AIRPORT WY 0 Y A ‐ N N 4012 A ‐ 9 21800 D N D C A A H ‐ CB 0 Y A 1001000000 ‐ ‐ 37.95372 ‐121.275 SAN JOAQ STOCKTON ‐121.274 37.95439 81916288 2022 ######## 3905 ######## 936 7164 CIV 4 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 5 E Y A ‐ N N 4012 A ‐ 17 21663 N D G A A H ‐ AA 0 Y Y L 4001000100 ‐ ‐ 37.95117 ‐121.291 SAN JOAQ STOCKTON ‐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 3012 A ‐ 11 21954 A N G B D A H ‐ AA 0 Y Y N 6 0010010000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐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 3011 C ‐ 1 8 NEI AAH ‐ AD 0 Y ‐‐ 010000000 ‐ ‐ 37.9553 ‐121.264 SAN JOAQ STOCKTON ‐121.264 37.95547 81921089 2022 ######## 3905 ######## 1227 7164 PAR 4 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N N 4022 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95329 ‐121.278 SAN JOAQ STOCKTON ‐121.276 37.95395 81922470 2022 ######## 3905 ######## 926 3147 PAR 1 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐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 3012 A ‐ 10 21950 A N G B D B H ‐ CA 0 Y Y A 8010010000 ‐ ‐ 37.95449 ‐121.273 SAN JOAQ STOCKTON ‐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 4013 A ‐ 7 21658 A N B C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9547 ‐121.275 SAN JOAQ STOCKTON ‐121.274 37.95498 81938080 2022 ######## 3905 ######## 252 3158 PAR 2 5 6 3905 0 0 0 0 MAIN ST D ST 142 E Y B C N Y 3011 A ‐ 3 22350 N E I A D H ‐ CA 0 Y A 1010000000 ‐ ‐ 37.95503 ‐121.259 SAN JOAQ STOCKTON ‐121.259 37.95519 81941754 2022 ######## 3905 ######## 1316 7180 PAR 1 5 6 3905 0 0 0 0 WILSON WY MARKET ST 130 S Y B ‐ N Y 4012 A ‐ 9 21804 A F B C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95447 81944076 2022 ######## 3905 ######## 1332 7180 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 YY A 1001000000 ‐ ‐ 37.95372 ‐121.275 SAN JOAQ STOCKTON ‐121.274 37.95439 81945222 2022 ######## 3905 ######## 1430 2891 CIV 2 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N Y 4013 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQ STOCKTON ‐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 3014 A ‐ 3 22350 N C E E A H ‐ AA 0 Y Y A 1010010000 ‐ ‐ 37.95482 ‐121.255 SAN JOAQ STOCKTON ‐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 4012 A ‐ 3 22350 N C C A A H ‐ AD 0 Y J 4 8001000000 ‐ ‐ SAN JOAQ STOCKTON ‐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 4012 A ‐ 9 21801 A N D C A A H ‐ CA 0 Y A 7001000000 ‐ ‐ 37.95516 ‐121.262 SAN JOAQ STOCKTON ‐121.262 37.95535 81956175 2022 ######## 3905 ######## 1608 7034 PAR 3 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 200 W N A ‐ N N 4012 A ‐ 8 22102 N D C A A H ‐ AD 0 Y D 2 2001000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQ STOCKTON ‐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 4013 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95342 ‐121.283 SAN JOAQ STOCKTON ‐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 4012 A ‐ 10 21950 A N G B B A H ‐ AA 0 Y Y D 2 2001010000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 81985811 2022 ######## 3905 ######## 1400 7254 CIV 6 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N Y 4022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95404 81985818 2022 ######## 3905 ######## 1734 7180 PAR 1 5 6 3905 0 0 0 0 MAIN ST DAVID AV 60 W Y A ‐ N N 4012 A ‐ 11 21955 N G B D A H ‐ CD 0 Y Y N 6 0001010000 ‐ ‐ 37.95376 ‐121.248 SAN JOAQ STOCKTON ‐121.247 37.9546 81996768 2022 ######## 3905 ######## 417 3039 3 5 6 3905 0 0 0 0 MAIN ST F ST 24 E Y A ‐ N Y 3021 A ‐ 3 22350 F E I A A H ‐ CD 0 Y A 1020000000 ‐ ‐ 37.95475 ‐121.254 SAN JOAQ STOCKTON ‐121.254 37.95496 81997737 2022 ######## 3905 ######## 1244 1315 PAR 5 5 6 3905 0 0 0 0 WILSON WY MAIN ST 39 N Y B C N N 4022 A ‐ 3 22350 F C C A B H ‐ AA 0 Y A 8002000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 82310973 2022 ######## 3905 ######## 1656 7192 PAR 4 5 6 3905 0 0 0 0 MAIN ST WILSON WY 125 W Y B ‐ N Y 4012 A ‐ 3 22350 F C E A B H ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐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 3022 A ‐ 1 23152 A N D C A A H ‐ AA 0 Y A 1020000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.244 37.95447 8288032 2015 ######## 3905 ######## 2133 2585 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N N 4022 A ‐ 1 23152 A N C C A A H ‐ CA 0 YYA 1002000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.274 37.95536 8288039 2015 ######## 3905 ######## 1429 2743 PAR 7 5 6 3905 0 0 0 0 MAIN ST WINDSOR AV 0 Y A ‐ N N 3014 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.243 37.95441 8288040 2015 ######## 3905 ######## 1323 1323 PAR 4 5 6 3905 0 0 0 0 B ST MAIN ST 0 Y A ‐ N Y 4012 A ‐ 9 21802 A N D D A A H ‐ AA 0 Y A 1001000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.264 37.95547 8288141 2015 ######## 3905 ######## 2248 2641 PAR 1 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 4012 A ‐ 1 23152 A N D C A A H ‐ CA 0 YYD 2 2001000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.271 37.95482 8288217 2015 ######## 3905 ######## 2103 2433 PAR 4 5 6 3905 0 0 0 0 MAIN ST NETHERTON AV 56 W Y A ‐ N N 2012 A ‐ 11 21956 N G B D A H ‐ CA 0 Y YYN 6 0100010000 ‐ ‐ SAN JOAQ STOCKTON ‐121.242 37.95436 8288251 2015 ######## 3905 ######## 1550 2463 PAR 2 5 6 3905 0 0 0 0 MAIN ST B ST 128 E Y A ‐ N Y 3012 A ‐ 3 22350 N C E A A H ‐ AD 0 Y A 7010000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.264 37.95545 8288315 2015 ######## 3905 ######## 1302 2063 PAR 4 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N Y 4022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.272 37.95578 8288387 2015 ######## 3905 ######## 1100 2063 CIV 6 5 6 3905 0 0 0 0 MAIN ST B ST 136 E Y A ‐ N N 4012 A ‐ 3 22350 N B E A A H ‐ AA 0 Y A 1001000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.264 37.95545 8288394 2015 ######## 3905 ######## 1301 2438 PAR 5 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N N 4012 A ‐ 5 21650 1 N D G A A H ‐ AA 0 Y Y L 4001000100 ‐ ‐ SAN JOAQ STOCKTON ‐121.272 37.95578 8288404 2015 ######## 3905 ######## 1036 1323 PAR 5 5 6 3905 0 0 0 0 MAIN ST AIRPORT WY 0 Y A ‐ N N 4012 A ‐ 12 21453 A N D D A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 8288412 2015 ######## 3905 ######## 1209 1560 PAR 6 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N N 3012 A ‐ 12 21453 A M D G A A H ‐ AA 0 Y Y L 4010000100 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 8288427 2015 ######## 3905 ######## 820 2063 CIV 4 5 6 3905 0 0 0 0 MARKET ST HUNTER ST 8 E Y A ‐ N N 3035 A ‐ 10 21950 A N G B B A H ‐ AA 0 Y Y A 1030030000 ‐ ‐ 37.95194 ‐121.288 SAN JOAQ STOCKTON ‐121.288 37.95194 8288455 2015 ######## 3905 ######## 1636 2582 CIV 4 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 5 S Y A ‐ N N 4012 A ‐ 11 21950 B N G B B A H ‐ AA 0 Y Y N 6 0001010000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95404 8288471 2015 ######## 3905 ######## 2237 2590 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 3012 A ‐ 12 21453 A N H G A A H ‐ CA 0 Y Y L 4010000100 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8288559 2015 ######## 3905 ######## 1530 2725 PAR 3 5 6 3905 0 0 0 0 MARKET ST UNION ST 0 Y A ‐ N Y 3012 A ‐ 3 22350 N B C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ 37.95385 ‐121.276 SAN JOAQ STOCKTON ‐121.276 37.95395 8288600 2015 ######## 3905 ######## 1510 1422 PAR 4 5 6 3905 0 0 0 0 MAIN ST WINDSOR AV 37 E Y A ‐ N Y 3012 A ‐ 9 21801 A N D C A A H ‐ AD 0 Y Y A 1010000001 ‐ ‐ SAN JOAQ STOCKTON ‐121.243 37.9544 8288608 2015 ######## 3905 ######## 1430 2463 PAR 1 5 6 3905 0 0 0 0 MAIN ST F ST 0 Y A ‐ N N 4012 A ‐ 9 21801 A N A C A A H ‐ AD 0 Y A 7001000000 ‐ ‐ 37.95475 ‐121.254 SAN JOAQ STOCKTON ‐121.254 37.95497 8288668 2015 ######## 3905 ######## 802 2063 CIV 5 5 6 3905 0 0 0 0 MARKET ST MARKET ST 430 0 Y A ‐ N N 3011 B ‐ 2 2 NEI AAH ‐ AD 0 Y A 1010000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.285 37.95251 8288720 2015 ######## 3905 ######## 801 2015 PAR 4 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y B ‐ N N 4012 A ‐ 12 21453 A N D C A B H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95482 8288806 2015 ######## 3905 ######## 1427 2063 PAR 4 5 6 3905 0 0 0 0 MAIN ST B ST 0 Y A ‐ N Y 4012 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 8001000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.264 37.95547 8288815 2015 ######## 3905 ######## 1214 3452 CIV 2 5 6 3905 0 0 0 0 SAN JOAQUIN SMAIN ST 60 N Y B ‐ N N 4012 D ‐ 0 M BGAAH ‐ AD 0 Y Y ‐‐ 001000100 ‐ ‐ SAN JOAQ STOCKTON ‐121.287 37.95329 8288827 2015 ######## 3905 ######## 721 1323 PAR 3 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 4022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.271 37.95482 8288854 2015 ######## 3905 ######## 1549 2463 CIV 1 5 6 3905 0 0 0 0 MAIN ST AURORA ST 0 Y A ‐ N N 3012 A ‐ 12 22450 A M D C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.279 37.95448 8288880 2015 ######## 3905 ######## 1049 1315 CIV 2 5 6 3905 0 0 0 0 CALIFORNIA ST MAIN ST 75 S Y A ‐ N Y 4012 A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.285 37.95357 8288892 2015 ######## 3905 ######## 2101 2745 PAR 1 5 6 3905 0 0 0 0 MAIN ST SHASTA AV 15 E Y A ‐ N Y 4022 A ‐ 9 21802 A N D C A A H ‐ CA 0 Y A 1002000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.248 37.95465 8288908 2015 ######## 3905 ######## 1320 2643 PAR 7 5 6 3905 0 0 0 0 MAIN ST RENDON AV 17 E Y B ‐ N N 4013 A ‐ 3 22350 N C C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.246 37.95453 8288933 2015 ######## 3905 ######## 1322 2438 PAR 6 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 3012 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y Y D 2 2010000001 ‐ ‐ SAN JOAQ STOCKTON ‐121.252 37.95485 8288958 2015 ######## 3905 ######## 831 1315 CIV 3 5 6 3905 0 0 0 0 SUTTER ST MARKET ST 74 E Y A ‐ N N 3012 A ‐ 3 22350 N B C A A H ‐ AD 0 Y D 2 2010000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.286 37.95218 8288993 2015 ######## 3905 ######## 1618 2169 CIV 6 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N N 4022 A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ SAN JOAQ STOCKTON ‐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 4012 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ SAN JOAQ STOCKTON ‐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 3022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 011000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQ STOCKTON ‐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 4012 D ‐ 0 M CCAAH ‐ AA 0 Y ‐‐ 001000000 ‐ ‐ SAN JOAQ STOCKTON ‐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 4022 A ‐ 8 22100 B N B C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.273 37.95461 8289067 2015 ######## 3905 ######## 923 2697 CIV 3 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 10 E Y A ‐ N N 3012 A ‐ 11 21950 B N G B B A H ‐ AA 0 Y Y N 6 0010010000 ‐ ‐ SAN JOAQ STOCKTON ‐121.287 37.95218 8289069 2015 ######## 3905 ######## 1144 1541 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N Y 3093 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 2 2018000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.272 37.95578 8289070 2015 ######## 3905 ######## 1805 2772 CIV 2 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.291 37.95151 8289092 2015 ######## 3905 ######## 1801 2463 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N N 4012 A ‐ 12 21457 A M D C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.272 37.95578 8303008 2016 ######## 3905 ######## 746 2816 2 5 6 3905 0 0 0 0 MAIN ST UNION ST 0 Y A ‐ N N 4012 A ‐ 12 22450 A N D C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ 37.95483 ‐121.277 SAN JOAQ STOCKTON ‐121.277 37.9549 8303108 2017 ######## 3905 ######## 1137 2525 PAR 3 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 25 E Y A C N Y 4022 A ‐ 12 21453 A N D C A B H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8320566 2017 ######## 3905 ######## 710 2542 CIV 5 5 6 3905 0 0 0 0 MARKET ST SIERRA NEVADA ST 0 Y B ‐ N N 4023 B ‐ 2 2 N GBBBH ‐ AA 0 Y Y ‐‐ 002020000 ‐ ‐ 37.95449 ‐121.273 SAN JOAQ STOCKTON ‐121.273 37.95461 8320590 2017 ######## 3905 ######## 1937 2525 PAR 5 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A A ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8320611 2017 ######## 3905 ######## 1336 1312 PAR 6 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y B ‐ N Y 4013 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8320668 2017 ######## 3905 ######## 755 2566 PAR 3 5 6 3905 0 0 0 0 MAIN ST DAVID AV 0 Y A ‐ N Y 4032 A ‐ 9 21802 A N A C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.95432 ‐121.247 SAN JOAQ STOCKTON ‐121.247 37.95459 8348090 2017 ######## 3905 ######## 1729 2305 PAR 3 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4022 A ‐ 9 21801 A N A C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8348130 2017 ######## 3905 ######## 555 1422 PAR 4 5 6 3905 0 0 0 0 MAIN ST WILSON WY 0 Y A ‐ N N 3012 A ‐ 9 21804 A N B C A A H ‐ CA 0 YYY C 3010000001 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 8349609 2017 ######## 3905 ######## 601 1422 PAR 4 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A N D C A A H ‐ CA 0 Y ‐‐ 001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8351013 2017 ######## 3905 ######## 1813 2566 PAR 1 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3013 A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 7010000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8351021 2017 ######## 3905 ######## 1323 2830 CIV 5 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 0 Y A ‐ N N 4012 A ‐ 10 21950 A N G B B A H ‐ AA 0 Y Y A 7001010000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQ STOCKTON ‐121.287 37.95217 8351813 2017 ######## 3905 ######## 1429 2536 CIV 4 5 6 3905 0 0 0 0 MARKET ST AURORA ST 0 Y A ‐ N Y 4032 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.95343 ‐121.279 SAN JOAQ STOCKTON ‐121.279 37.95348 8353431 2017 ######## 3905 ######## 606 2869 PAR 5 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 0 Y B C N Y 4022 A ‐ 14 24252 A N D C A B H ‐ CA 0 Y A 8002000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQ STOCKTON ‐121.249 37.95471 8353436 2017 ######## 3905 ######## 1607 2448 4 5 6 3905 0 0 0 0 WILSON WY MARKET ST 25 S Y A ‐ N N 4013 A ‐ 3 22350 F C C A A H ‐ AD 0 Y A 7001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95475 8353694 2017 ######## 3905 ######## 1358 2837 PAR 5 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 0 Y A ‐ N Y 4022 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQ STOCKTON ‐121.249 37.95471 8358229 2017 ######## 3905 ######## 1709 2270 PAR 1 5 6 3905 0 0 0 0 MAIN ST F ST 10 W Y B ‐ N Y 3022 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1020000000 ‐ ‐ 37.95475 ‐121.254 SAN JOAQ STOCKTON ‐121.254 37.95497 8389300 2017 ######## 3905 ######## 730 1422 CIV 4 5 6 3905 0 0 0 0 00' MARKET ST CALIFORNIA ST 0 Y A ‐ N N 3012 A ‐ 10 21950 A F G B B A H ‐ AA 0 Y Y D 2 2010010000 ‐ ‐ SAN JOAQ STOCKTON ‐121.284 37.9526 8390737 2017 ######## 3905 ######## 1539 2305 PAR 5 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 0 Y A ‐ N Y 4012 A ‐ 9 21804 A N D C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQ STOCKTON ‐121.249 37.95471 8390777 2017 ######## 3905 ######## 1902 2525 PAR 5 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4022 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8392282 2017 ######## 3905 ######## 1158 2542 CIV 5 5 6 3905 0 0 0 0 MARKET ST AURORA ST 0 Y A ‐ N Y 4012 A ‐ 9 21802 A N D C A A H ‐ AA 0 YY D 2 2001000000 ‐ ‐ 37.95343 ‐121.279 SAN JOAQ STOCKTON ‐121.279 37.95348 8392314 2017 ######## 3905 ######## 1123 2542 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 25 S Y A ‐ N Y 4012 C ‐ 1 8 NCCAAH ‐ AA 0 YY ‐‐ 001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95432 8392675 2017 ######## 3905 ######## 1900 2845 PAR 5 5 6 3905 0 0 0 0 MAIN ST DAVID AV 0 Y A ‐ N N 4012 A ‐ 3 22350 N C C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95432 ‐121.247 SAN JOAQ STOCKTON ‐121.247 37.95459 8392729 2017 ######## 3905 ######## 1347 2525 PAR 5 5 6 3905 0 0 0 0 MAIN ST MARKET ST 37 E Y A ‐ N Y 4012 A ‐ 3 22350 N C C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ 37.95549 ‐121.267 SAN JOAQ STOCKTON ‐121.267 37.95565 8404910 2018 ######## 3905 ######## 1924 2424 PAR 6 5 6 3905 0 0 0 0 MAIN ST SEARCHLIGHT AV 100 E N A ‐ N N 1102 A ‐ 11 21954 A F G B D A H ‐ CD 0 Y YYN 6 0000100000 ‐ ‐ 37.9547 ‐121.253 SAN JOAQ STOCKTON ‐121.253 37.9549 8424568 2017 ######## 3905 ######## 1024 1312 PAR 2 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 20 N Y A ‐ N N 4013 A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95541 8424606 2017 ######## 3905 ######## 1653 2542 PAR 3 5 6 3905 0 0 0 0 MAIN ST WILSON WY 0 Y A ‐ N N 4032 A ‐ 12 21453 A F D C A A H ‐ AA 0 Y D 2 2003000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 8426202 2017 ######## 3905 ######## 955 2542 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8426375 2017 ######## 3905 ######## 429 2114 PAR 4 5 6 3905 0 0 0 0 MAIN ST MARKET ST 0 Y A ‐ N Y 3052 A ‐ 12 21453 A N A C A A H ‐ CA 0 Y ‐‐ 014000000 ‐ ‐ 37.95549 ‐121.267 SAN JOAQ STOCKTON ‐121.267 37.95566 8427423 2017 ######## 3905 ######## 1530 2845 PAR 7 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 8427688 2017 ######## 3905 ######## 2040 2842 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 2012 A ‐ 5 21650 1 N D G A A H ‐ CA 0 Y Y L 4100000100 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8427860 2017 ######## 3905 ######## 1220 3409 PAR 1 5 6 3905 0 0 0 0 MARKET ST UNION ST 0 Y A ‐ N Y 4022 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 7002000000 ‐ ‐ 37.95385 ‐121.276 SAN JOAQ STOCKTON ‐121.276 37.95395 8430913 2017 ######## 3905 ######## 1325 2525 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 3052 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1023000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8436521 2017 ######## 3905 ######## 329 2864 PAR 7 5 6 3905 0 0 0 0 MAIN ST A ST 300 W N A ‐ N Y 4011 A ‐ 3 22350 N E I A A H ‐ CA 0 Y A 7001000000 ‐ ‐ 37.95541 ‐121.266 SAN JOAQ STOCKTON ‐121.267 37.95558 8436525 2017 ######## 3905 ######## 956 1422 PAR 4 5 6 3905 0 0 0 0 MAIN ST NETHERTON AV 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95406 ‐121.242 SAN JOAQ STOCKTON ‐121.242 37.95435 8446072 2017 ######## 3905 ######## 1636 1620 PAR 6 5 6 3905 0 0 0 0 MAIN ST DELLA ST 37 E N A ‐ N N 3012 A ‐ 6 21750 N B C A A H ‐ AD 0 Y Y C 2010000001 ‐ ‐ 37.95558 ‐121.269 SAN JOAQ STOCKTON ‐121.269 37.95572 8446498 2017 ######## 3905 ######## 825 1422 PAR 5 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8446518 2017 ######## 3905 ######## 1907 2820 PAR 1 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N N 3012 A ‐ 8 22107 N H G A A H ‐ BA 0 Y Y L 4010000100 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8446538 2017 ######## 3905 ######## 1043 1312 PAR 1 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 3022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1011000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQ STOCKTON ‐121.244 37.95447 8451510 2017 ######## 3905 ######## 834 3452 CIV 1 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y A ‐ N Y 3012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 8010000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQ STOCKTON ‐121.287 37.95217 8478136 2017 ######## 3905 ######## 1114 2463 PAR 6 5 6 3905 0 0 0 0 MAIN ST ALMA AV 0 Y A ‐ N Y 3033 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1021000000 ‐ ‐ 37.95475 ‐121.254 SAN JOAQ STOCKTON ‐121.254 37.95497 8482080 2017 ######## 3905 ######## 1707 2846 PAR 5 5 6 3905 0 0 0 0 SIERRA NEVADAMARKET ST 21 N Y A ‐ N Y 4031 A ‐ 3 22350 N E I A A H ‐ AD 0 Y A 7003000000 ‐ ‐ 37.95449 ‐121.273 SAN JOAQ STOCKTON ‐121.273 37.95467 8511055 2017 ######## 3905 ######## 1341 2463 PAR 1 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N Y 4012 A ‐ 17 21451 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 8511070 2017 ######## 3905 ######## 1728 2525 PAR 6 5 6 3905 0 0 0 0 MAIN ST DELLA ST 26 E N A ‐ N N 3012 A ‐ 10 21950 A N G B B A H ‐ AA 0 Y Y D 2 2010010000 ‐ ‐ 37.95558 ‐121.269 SAN JOAQ STOCKTON ‐121.269 37.95572 8511669 2017 ######## 3905 ######## 852 1312 2 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y B ‐ N N 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 8001000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQ STOCKTON ‐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 4022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐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 3032 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y J 4 8021000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQ STOCKTON ‐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 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 001000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQ STOCKTON ‐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 4022 D ‐ 0 NCCAAH ‐ BA 0 Y ‐‐ 002000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95444 8546776 2018 ######## 3905 ######## 1809 3409 PAR 5 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4012 A ‐ 17 21451 A N D C A A H ‐ CA 0 Y A 8001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8546913 2017 ######## 3905 ######## 1333 2466 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 78 S Y A ‐ N N 4013 A ‐ 3 22350 M C C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 8546965 2017 ######## 3905 ######## 803 1312 PAR 7 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y A ‐ N N 3023 A ‐ 10 21950 A N G B ‐ AH ‐ AA 0 Y Y A 1011020000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8550164 2018 ######## 3905 ######## 1155 3409 PAR 3 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 52 N Y A ‐ N N 4013 A ‐ 3 22350 F C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95453 8550188 2018 ######## 3905 ######## 1354 1312 PAR 1 5 6 3905 0 0 0 0 MAIN ST RENDON AV 0 Y A ‐ N Y 4032 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.95425 ‐121.246 SAN JOAQ STOCKTON ‐121.246 37.95453 8550375 2017 ######## 3905 ######## 1622 1393 PAR 1 5 6 3905 0 0 0 0 MAIN ST MCDONELL AV 5 W N A ‐ N Y 4012 A ‐ 5 21650 F A C A A H ‐ BD 0 Y A 7001000000 ‐ ‐ 37.95495 ‐121.258 SAN JOAQ STOCKTON ‐121.258 37.95514 8550441 2018 ######## 3905 ######## 1055 1422 CIV 4 5 6 3905 0 0 0 0 MARKET ST SUTTER ST 0 Y B ‐ N N 3012 A ‐ 10 21950 A N G BBBH ‐ AA 0 Y Y A 7010010000 ‐ ‐ 37.95236 ‐121.286 SAN JOAQ STOCKTON ‐121.286 37.95238 8570159 2018 ######## 3905 ######## 2018 2837 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4012 A ‐ 9 21801 A N D C A A H ‐ CA 0 Y D 2 2001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8570525 2018 ######## 3905 ######## 1730 2566 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4055 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1005000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8578613 2018 ######## 3905 ######## 1304 2466 PAR 1 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4032 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8578676 2018 ######## 3905 ######## 1256 3452 PAR 3 5 6 3905 0 0 0 0 MAIN ST F ST 0 Y B ‐ N Y 3012 A ‐ 9 21802 A N D C A A H ‐ AD 0 Y A 1010000000 ‐ ‐ 37.95475 ‐121.254 SAN JOAQ STOCKTON ‐121.254 37.95497 8602905 2018 ######## 3905 ######## 1608 2466 CIV 5 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 0 Y A ‐ N N 4012 A ‐ 8 22107 F D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQ STOCKTON ‐121.287 37.95217 8602931 2018 ######## 3905 ######## 1453 3409 PAR 4 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y B C N Y 3024 A ‐ 12 21453 A F D C A B H ‐ AA 0 Y A 7011000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8602947 2018 ######## 3905 ######## 936 3452 PAR 7 5 6 3905 0 0 0 0 MAIN ST WINDSOR AV 0 Y B ‐ N Y 4012 A ‐ 9 21802 A N D C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95412 ‐121.243 SAN JOAQ STOCKTON ‐121.243 37.95441 8602959 2018 ######## 3905 ######## 1658 2463 CIV 2 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQ STOCKTON ‐121.291 37.95151 8639920 2018 ######## 3905 ######## 1451 2602 SEA 4 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y A ‐ N N 4012 A ‐ 11 21456 B N G B B A H ‐ AA 0 Y Y N 6 0001010000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQ STOCKTON ‐121.287 37.95217 8640030 2018 ######## 3905 ######## 1243 7010 CIV 1 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQ STOCKTON ‐121.287 37.95217 8640041 2018 ######## 3905 ######## 1909 2955 PAR 2 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 20 S Y A ‐ N N 4012 A ‐ 9 21801 A F D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95434 8640049 2018 ######## 3905 ######## 1703 7009 PAR 7 5 6 3905 0 0 0 0 MAIN ST SIERRA NEVADA ST 0 Y A ‐ N N 4022 A ‐ 8 22100 B N B C A A H ‐ AD 0 Y Y C 2002000000 ‐ ‐ 37.95547 ‐121.273 SAN JOAQ STOCKTON ‐121.273 37.95556 8641961 2018 ######## 3905 ######## 1300 1312 PAR 7 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 4042 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1004000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95482 8641965 2018 ######## 3905 ######## 1836 2463 PAR 6 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N Y 3012 A ‐ 1 23152 A N D C A A H ‐ AA 0 YYA 1010000000 ‐ ‐ 37.95385 ‐121.276 SAN JOAQ STOCKTON ‐121.276 37.95395 8642117 2018 ######## 3905 ######## 807 2932 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 78 N Y A ‐ N Y 4012 A ‐ 3 22350 N C E A A H ‐ AD 0 Y A 7001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.9546 8674926 2018 ######## 3905 ######## 1648 3409 PAR 5 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 188 W N A ‐ N N 4012 D ‐ 0 NDCAAH ‐ AD 0 Y ‐‐ 001000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQ STOCKTON ‐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 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95236 ‐121.286 SAN JOAQ STOCKTON ‐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 4012 A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8675022 2018 ######## 3905 ######## 1705 3410 PAR 3 5 6 3905 0 0 0 0 F ST MARSH ST 0 Y A ‐ N Y 4012 A ‐ 9 21803 A F D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95505 ‐121.254 SAN JOAQ STOCKTON ‐121.254 37.95526 8675519 2018 ######## 3905 ######## 1755 7009 PAR 1 5 6 3905 0 0 0 0 MAIN ST SEARCHLIGHT AV 1 W N A ‐ N Y 3033 A ‐ 9 21801 A N D C A A H ‐ AD 0 Y A 1030000000 ‐ ‐ 37.9547 ‐121.253 SAN JOAQ STOCKTON ‐121.253 37.95492

ATTACHMENT B
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 4012 A ‐ 3 22350 N C C A A H ‐ CD 0 Y D 2 2001000000 ‐ ‐ 37.95425 ‐121.246 SAN JOAQ STOCKTON ‐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 4012 A ‐ 21 22106 N D C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95453 ‐121.251 SAN JOAQ STOCKTON ‐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 4012 A ‐ 3 22350 F C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐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 4013 A ‐ 9 21802 A N D C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95399 ‐121.241 SAN JOAQ STOCKTON ‐121.241 37.95431 8705930 2018 ######## 3905 ######## 1501 1312 PAR 7 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 4022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQ STOCKTON ‐121.244 37.95447 8706017 2018 ######## 3905 ######## 1046 1312 CIV 6 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N Y 4033 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1003000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQ STOCKTON ‐121.291 37.95151 8706980 2018 ######## 3905 ######## 1731 2963 CIV 3 5 6 3905 0 0 0 0 MAIN ST STANISLAUS ST 7 W Y A ‐ N N 4012 A ‐ 5 21650 1 N H G A A H ‐ AA 0 Y Y L 4001000100 ‐ ‐ 37.95398 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95404 8707090 2018 ######## 3905 ######## 925 2463 CIV 7 5 6 3905 0 0 0 0 MARKET ST SUTTER ST 0 Y A ‐ N N 4012 A ‐ 15 21201 A M H G A A H ‐ AD 0 Y Y L 4001000100 ‐ ‐ 37.95236 ‐121.286 SAN JOAQ STOCKTON ‐121.286 37.95238 8709893 2018 ######## 3905 ######## 2129 2925 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A F D C A A H ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8736657 2018 ######## 3905 ######## 1313 1312 PAR 2 5 6 3905 0 0 0 0 MAIN ST LAFAYETTE ST 0 Y A ‐ N Y 4012 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y E 2 2001000000 ‐ ‐ 37.95516 ‐121.262 SAN JOAQ STOCKTON ‐121.262 37.95535 8736698 2018 ######## 3905 ######## 1139 2463 PAR 1 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N Y 3022 A ‐ 12 22450 A N D C A A H ‐ AC 0 Y D 2 2011000000 ‐ ‐ 37.95385 ‐121.276 SAN JOAQ STOCKTON ‐121.276 37.95395 8740347 2018 ######## 3905 ######## 1452 1312 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N N 4032 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 2 2003000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 8743565 2018 ######## 3905 ######## 1220 7009 CIV 1 5 6 3905 0 0 0 0 MARKET ST EL DORADO ST 0 Y A ‐ N Y 4022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQ STOCKTON ‐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 3012 A ‐ 3 22350 N C C A A H ‐ CA 0 Y Y C 2010000001 ‐ ‐ 37.95152 ‐121.291 SAN JOAQ STOCKTON ‐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 3032 A ‐ 9 21801 A N D C A A H ‐ CA 0 Y A 1012000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8768671 2018 ######## 3905 ######## 1934 2463 PAR 6 5 6 3905 0 0 0 0 MAIN ST MARSH ST 23 E Y A ‐ N Y 3012 A ‐ 3 22350 N C C A A H ‐ CD 0 Y A 1010000000 ‐ ‐ 37.95482 ‐121.255 SAN JOAQ STOCKTON ‐121.257 37.95509 8768677 2018 ######## 3905 ######## 1322 2463 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y B ‐ N N 4012 A ‐ 5 21650 1 N H G A A H ‐ AA 0 Y Y L 4001000100 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 8768694 2018 ######## 3905 ######## 1141 2466 PAR 7 5 6 3905 0 0 0 0 MAIN ST AIRPORT WY 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 8768715 2018 ######## 3905 ######## 940 2919 PAR 3 5 6 3905 0 0 0 0 MAIN ST AIRPORT WY 0 Y A ‐ N N 3012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 010000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 8768748 2018 ######## 3905 ######## 2030 2825 PAR 6 5 6 3905 0 0 0 0 MAIN ST F ST 0 Y A ‐ N Y 4012 A ‐ 1 23152 A N C C A A H ‐ CD 0 Y A 1001000000 ‐ ‐ 37.95475 ‐121.254 SAN JOAQ STOCKTON ‐121.254 37.95497 8769707 2018 ######## 3905 ######## 1808 3409 PAR 7 5 6 3905 0 0 0 0 MAIN ST C ST 0 Y A ‐ N N 4023 A ‐ 9 21802 A M D C A A H ‐ CA 0 Y A 1002000000 ‐ ‐ 37.95516 ‐121.262 SAN JOAQ STOCKTON ‐121.262 37.95535 8769860 2018 ######## 3905 ######## 1753 2825 PAR 4 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N N 2013 A ‐ 9 21801 A N D C A A H ‐ CA 0 Y Y A 7100000001 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 8769887 2018 ######## 3905 ######## 1831 2463 PAR 2 5 6 3905 0 0 0 0 MAIN ST SEARCHLIGHT AV 109 E N A ‐ N N 3012 A ‐ 5 21650 1 F H G A A H ‐ CD 0 Y Y L 4010000100 ‐ ‐ 37.9547 ‐121.253 SAN JOAQ STOCKTON ‐121.253 37.9549 8801845 2019 ######## 3905 ######## 1428 3409 PAR 4 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N N 3012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8802157 2019 ######## 3905 ######## 1226 3409 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 65 S Y A ‐ N N 4012 A ‐ 3 22350 N C C A A H ‐ AD 0 Y D 2 2001000000 ‐ ‐ 37.955 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 8804479 2019 ######## 3905 ######## 558 1315 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 39 N Y E ‐ N Y 4023 A ‐ 3 22350 N C C A B H ‐ CA 0 Y D 2 2002000000 ‐ ‐ 37.955 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95546 8804598 2019 ######## 3905 ######## 557 1315 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 29 N Y E ‐ N Y 4012 A ‐ 3 22350 N C C A B H ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95544 8814598 2019 ######## 3905 ######## 1922 2905 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A ‐ N Y 4022 A ‐ 9 21800 D N D C A B H ‐ CB 0 Y A 8002000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 8814633 2019 ######## 3905 ######## 1320 2872 CIV 6 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y B ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 001000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQ STOCKTON ‐121.287 37.95217 8814651 2019 ######## 3905 ######## 1451 2820 PAR 3 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y C ‐ N Y 4012 A ‐ 9 21801 A N D C A B H ‐ AA 0 Y D 2 2001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8814712 2019 ######## 3905 ######## 958 1315 PAR 4 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y B ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 YY G 2 5001000000 ‐ ‐ 37.955 ‐121.271 SAN JOAQ STOCKTON ‐121.272 37.95578 8815564 2019 ######## 3905 ######## 635 1312 PAR 2 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 4022 A ‐ 9 21801 A N D C A B H ‐ CA 0 Y A 1002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8819286 2019 ######## 3905 ######## 833 1315 CIV 4 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y B G N N 3022 A ‐ 12 21453 A N D C A B H ‐ AA 0 Y A 1011000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQ STOCKTON ‐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 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ 37.95406 ‐121.242 SAN JOAQ STOCKTON ‐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 3022 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y D 2 2020000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8842129 2019 ######## 3905 ######## 1447 2950 PAR 5 5 6 3905 0 0 0 0 E MAIN ST FILBERT ST 0 Y A ‐ N N 4012 A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.252 37.95485 8842182 2019 ######## 3905 ######## 1811 2466 PAR 5 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 0 Y A ‐ N N 4013 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9544 ‐121.249 SAN JOAQ STOCKTON ‐121.249 37.95471 8842210 2019 ######## 3905 ######## 1823 1536 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3032 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1021000000 ‐ ‐ 37.954 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8843934 2019 ######## 3905 ######## 1621 2992 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N N 4022 A ‐ 3 22350 F C C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.955 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 8843966 2019 ######## 3905 ######## 1553 3409 PAR 4 5 6 3905 0 0 0 0 MARKET ST UNION ST 0 Y A ‐ N N 4012 A ‐ 12 22450 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9538 ‐121.276 SAN JOAQ STOCKTON ‐121.276 37.95395 8847676 2019 ######## 3905 ######## 1217 2466 PAR 6 5 6 3905 0 0 0 0 MAIN ST DAVID AV 0 Y A ‐ N N 4012 A ‐ 3 22350 N C C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95432 ‐121.247 SAN JOAQ STOCKTON ‐121.247 37.95459 8862844 2019 ######## 3905 ######## 806 2466 PAR 2 5 6 3905 0 0 0 0 MAIN ST WILSON WY 0 Y A ‐ N N 4032 A ‐ 8 22107 N D C A A H ‐ AA 0 Y ‐‐ 003000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 8862864 2019 ######## 3905 ######## 1517 2566 CIV 2 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95404 8862880 2019 ######## 3905 ######## 1349 3409 PAR 3 5 6 3905 0 0 0 0 MAIN ST NETHERTON AV 132 W Y A ‐ N Y 3032 A ‐ 3 22350 F C C A A H ‐ AD 0 Y A 1012000000 ‐ ‐ 37.95406 ‐121.242 SAN JOAQ STOCKTON ‐121.243 37.95437 8864898 2019 ######## 3905 ######## 1129 2466 CIV 5 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N Y 3012 A ‐ 9 21801 A N A C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95404 8865017 2019 ######## 3905 ######## 1415 2466 PAR 5 5 6 3905 0 0 0 0 MAIN ST BURKETT AV 150 E Y A ‐ N N 3022 A ‐ 9 21804 A N D C A A H ‐ AD 0 Y A 7011000000 ‐ ‐ 37.95445 ‐121.249 SAN JOAQ STOCKTON ‐121.249 37.95468 8865044 2019 ######## 3905 ######## 1305 3466 CIV 3 5 6 3905 0 0 0 0 MARKET ST CALIFORNIA ST 0 Y B ‐ N N 4022 A ‐ 12 21453 A N D C A B H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95258 ‐121.284 SAN JOAQ STOCKTON ‐121.284 37.9526 8865072 2019 ######## 3905 ######## 1736 3409 CIV 7 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y A ‐ N Y 3022 A ‐ 1 23152 A N D C A A H ‐ AA 0 YYA 7020000000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQ STOCKTON ‐121.287 37.95217 8866407 2019 ######## 3905 ######## 1226 2466 PAR 4 5 6 3905 0 0 0 0 WILSON WY MARKET ST 20 S Y A ‐ N N 4024 A ‐ 3 22350 N C C A A H ‐ AA 0 Y D 2 2002000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95477 8866495 2019 ######## 3905 ######## 743 7034 CIV 2 5 6 3905 0 0 0 0 STANISLAUS ST MARKET ST 3 S Y A ‐ N N 4012 A ‐ 10 21950 A N G B B A H ‐ AA 0 Y Y A 1001010000 ‐ ‐ 37.953 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95305 8866506 2019 ######## 3905 ######## 1615 2950 PAR 6 5 6 3905 0 0 0 0 MARKET ST UNION ST 0 Y A ‐ N Y 4012 A ‐ 12 22450 A N D C A A H ‐ AD 0 Y A 1001000000 ‐ ‐ 37.95385 ‐121.276 SAN JOAQ STOCKTON ‐121.276 37.95395 8866569 2019 ######## 3905 ######## 1151 2466 5 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N N 4012 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8866581 2019 ######## 3905 ######## 1953 2939 PAR 2 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3014 A ‐ 9 21801 A N A C A A H ‐ CA 0 Y A 1010000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8888788 2019 ######## 3905 ######## 1714 2466 PAR 4 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 3012 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y Y D 2 2010000001 ‐ ‐ 37.95419 ‐121.244 SAN JOAQ STOCKTON ‐121.244 37.95447 8888839 2019 ######## 3905 ######## 2258 2816 PAR 4 5 6 3905 0 0 0 0 MAIN ST SIERRA NEVADA ST 0 Y A ‐ N Y 4012 A ‐ 1 23152 A N D E A A H ‐ CD 0 YYA 7001000000 ‐ ‐ 37.95547 ‐121.273 SAN JOAQ STOCKTON ‐121.273 37.95556 8891002 2019 ######## 3905 ######## 2130 2879 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 26 N Y A ‐ N Y 3012 A ‐ 1 23152 A N C C A A H ‐ D A 0 YYD 2 2010000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95446 8917040 2019 ######## 3905 ######## 1824 7035 PAR 7 5 6 3905 0 0 0 0 MAIN ST B ST 0 Y A ‐ N Y 4052 A ‐ 9 21801 A N A C A A H ‐ AA 0 Y D 2 2005000000 ‐ ‐ 37.9553 ‐121.264 SAN JOAQ STOCKTON ‐121.264 37.95547 8923249 2019 ######## 3905 ######## 1029 1312 PAR 7 5 6 3905 0 0 0 0 MAIN ST PILGRIM ST 0 Y A ‐ N Y 4022 A ‐ 8 22100 B N B C A A H ‐ AD 0 Y A 1002000000 ‐ ‐ 37.95505 ‐121.275 SAN JOAQ STOCKTON ‐121.275 37.95514 8926456 2019 ######## 3905 ######## 1329 2983 PAR 7 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 6 N Y A ‐ N N 4012 A ‐ 10 21950 A N G B B A H ‐ AA 0 Y Y A 8001010000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95441 8926685 2019 ######## 3905 ######## 1017 2719 CIV 3 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQ STOCKTON ‐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 4023 A ‐ 3 22350 N C C A A H ‐ AD 0 Y A 1002000000 ‐ ‐ 37.95438 ‐121.248 SAN JOAQ STOCKTON ‐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 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQ STOCKTON ‐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 4012 A ‐ 8 22100 B N D C A A H ‐ CA 0 Y A 1001000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQ STOCKTON ‐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 4012 D ‐ 0 NDCAAH ‐ AA 0 Y ‐‐ 001000000 ‐ ‐ 37.95516 ‐121.262 SAN JOAQ STOCKTON ‐121.262 37.95535 8945715 2019 ######## 3905 ######## 2135 3003 PAR 7 5 6 3905 0 0 0 0 WILSON WY MAIN ST 27 N Y A ‐ N N 2012 A ‐ 11 21955 N G B D A H ‐ CA 0 Y YYN 6 0100010000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95585 8945816 2019 ######## 3905 ######## 1150 2952 PAR 3 5 6 3905 0 0 0 0 GOLDEN GATE AMAIN ST 0 Y A ‐ N N 4012 A ‐ 3 22350 N G B F A H ‐ AA 0 Y YYA 8001010000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQ STOCKTON ‐121.244 37.95447 8945827 2019 ######## 3905 ######## 1118 7035 PAR 1 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 10 E Y A ‐ N N 4012 A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 8001000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 8945917 2019 ######## 3905 ######## 1151 3021 PAR 3 5 6 3905 0 0 0 0 GOLDEN GATE AMAIN ST 0 Y A ‐ N N 3012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 010000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQ STOCKTON ‐121.244 37.95447 8945943 2019 ######## 3905 ######## 1831 2529 CIV 5 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 14 N Y A ‐ N N 3012 A ‐ 5 21650 1 N H G A A H ‐ AA 0 Y Y L 4010000100 ‐ ‐ 37.95216 ‐121.287 SAN JOAQ STOCKTON ‐121.287 37.95221 8946811 2019 ######## 3905 ######## 1112 2015 PAR 7 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 4022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95482 8946872 2019 ######## 3905 ######## 1905 2869 PAR 4 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4022 A ‐ 17 21451 A N A C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 8978479 2019 ######## 3905 ######## 1136 2463 PAR 1 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 4022 A ‐ 12 21453 A N D D A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQ STOCKTON ‐121.244 37.95447 8986198 2019 ######## 3905 ######## 1209 2463 CIV 1 5 6 3905 0 0 0 0 MAIN ST STANISLAUS ST 5 E Y A ‐ N N 4022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 2 2002000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95404 8986380 2019 ######## 3905 ######## 1905 2820 5 5 6 3905 0 0 0 0 MAIN ST BROADWAY AV 24 E Y A ‐ N Y 4012 A ‐ 3 22350 N C C A A H ‐ CD 0 Y Y A 1001000001 ‐ ‐ 37.95399 ‐121.241 SAN JOAQ STOCKTON ‐121.241 37.95431 8986442 2019 ######## 3905 ######## 1156 2992 CIV 6 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95173 ‐121.29 SAN JOAQ STOCKTON ‐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 4012 A ‐ 10 21950 A F G B B A H ‐ AA 0 Y Y A 7001010000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐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 4022 A ‐ 12 21453 A N D C A B H ‐ CA 0 Y D 2 2002000000 ‐ ‐ 37.95117 ‐121.291 SAN JOAQ STOCKTON ‐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 4013 A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐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 4022 A ‐ 12 21453 A F D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 9029636 2019 ######## 3905 ######## 1747 7035 PAR 1 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N N 4032 A ‐ 9 21801 A N D C A A H ‐ CA 0 Y A 7003000000 ‐ ‐ 37.95405 ‐121.253 SAN JOAQ STOCKTON ‐121.252 37.95485 9034003 2019 ######## 3905 ######## 857 7034 CIV 2 5 6 3905 0 0 0 0 CALIFORNIA ST MARKET ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95201 ‐121.285 SAN JOAQ STOCKTON ‐121.284 37.9526 9034059 2019 ######## 3905 ######## 1304 2529 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N N 4012 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9537 ‐121.275 SAN JOAQ STOCKTON ‐121.274 37.95439 9038295 2020 ######## 3905 ######## 1058 3047 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N Y 4012 A ‐ 3 22350 N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.9547 ‐121.275 SAN JOAQ STOCKTON ‐121.274 37.95536 9040145 2020 ######## 3905 ######## 1458 3410 PAR 2 5 6 3905 0 0 0 0 F ST MARSH ST 0 Y A ‐ N 4012 A ‐ 9 21803 A N D C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ 37.95505 ‐121.254 SAN JOAQ STOCKTON ‐121.254 37.95526 9053898 2020 ######## 3905 ######## 1807 2738 PAR 5 5 6 3905 0 0 0 0 MAIN ST MCDONELL AV 50 E N A ‐ N Y 4012 A ‐ 8 22107 N B C A A H ‐ CD 0 Y A 1001000000 ‐ ‐ 37.95495 ‐121.258 SAN JOAQ STOCKTON ‐121.258 37.95513 9063764 2020 ######## 3905 ######## 1115 3410 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3032 A ‐ 17 21451 A N A C A A H ‐ AA 0 Y A 1021000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 9101102 2020 ######## 3905 ######## 1123 2466 PAR 5 5 6 3905 0 0 0 0 MAIN ST DELLA ST 220 E N A ‐ N 4011 A ‐ 3 22350 N E I A A H ‐ AD 0 Y D 2 2001000000 ‐ ‐ 37.95558 ‐121.269 SAN JOAQ STOCKTON ‐121.268 37.95568 9103849 2020 ######## 3905 ######## 1834 2566 PAR 1 5 6 3905 0 0 0 0 MAIN ST RENDON AV 107 E Y A ‐ N 4012 A ‐ 7 21658 A N D C A A H ‐ AD 0 Y A 7001000000 ‐ ‐ 37.95425 ‐121.246 SAN JOAQ STOCKTON ‐121.245 37.95451 9107575 2020 ######## 3905 ######## 1205 2542 PAR 5 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 4023 A ‐ 12 21453 A N D D A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95482 9110270 2020 ######## 3905 ######## 1230 2992 PAR 2 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ 37.95414 ‐121.272 SAN JOAQ STOCKTON ‐121.271 37.95482 9129907 2020 ######## 3905 ######## 1317 7122 PAR 7 5 6 3905 0 0 0 0 FILBERT ST HOME ST 0 Y A ‐ N Y 3022 A ‐ 9 21801 A N D C A A H ‐ AD 0 Y A 1011000000 ‐ ‐ 37.95491 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95514 9131931 2020 ######## 3905 ######## 1111 7035 PAR 3 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N N 4022 A ‐ 1 23153 A N D D A A H ‐ AA 0 YYA 1002000000 ‐ ‐ 37.95329 ‐121.278 SAN JOAQ STOCKTON ‐121.276 37.95395 9135227 2020 ######## 3905 ######## 957 2463 CIV 7 5 6 3905 0 0 0 0 SAN JOAQUIN SMARKET ST 0 Y A ‐ N 4022 A ‐ 9 21453 B N D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95159 ‐121.288 SAN JOAQ STOCKTON ‐121.287 37.95217 9144105 2020 ######## 3905 ######## 1255 2729 PAR 2 5 6 3905 0 0 0 0 MARKET ST AIRPORT WY 46 W Y A ‐ N Y 4012 A ‐ 3 22350 F C C A A H ‐ AD 0 Y Y A 1001000001 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95436 9157906 2020 ######## 3905 ######## 1815 2837 PAR 2 5 6 3905 0 0 0 0 PAR AIRPORT WAY MAIN ST 0 Y A ‐ N Y 3013 A ‐ 12 21453 A M D C A A H ‐ AA 0 Y A 1010000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 9160176 2020 ######## 3905 ######## 1430 1422 CIV 2 5 6 3905 0 0 0 0 MARKET ST CENTER ST 0 Y A ‐ N N 4012 A ‐ 3 22350 N C C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQ STOCKTON ‐121.291 37.95151 9168718 2020 ######## 3905 ######## 1116 2466 CIV 3 5 6 3905 0 0 0 0 MARKET ST CENTER ST 145 W Y A ‐ 4012 A ‐ 17 21657 N B C A A H ‐ AD 0 Y A 7001000000 ‐ ‐ SAN JOAQ STOCKTON ‐121.291 37.95143 9171277 2020 ######## 3905 ######## 1604 2886 CIV 5 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95117 ‐121.291 SAN JOAQ STOCKTON ‐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 ‐ 2012 A ‐ 11 21954 A F G B D A H ‐ CD 0 Y Y N 6 0100010000 ‐ ‐ 37.95369 ‐121.247 SAN JOAQ STOCKTON ‐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 4012 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 9190267 2020 ######## 3905 ######## 2153 2837 PAR 2 5 6 3905 0 0 0 0 PAR WILSON WY MARKET ST 0 Y ‐‐N Y 4022 A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 1002000000 ‐ ‐ 37.95414 ‐121.272 SAN JOAQ STOCKTON ‐121.271 37.95482 9190279 2020 ######## 3905 ######## 1325 2466 CIV 5 5 6 3905 0 0 0 0 MARKET ST CALIFORNIA ST 0 Y A ‐ N Y 4022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7002000000 ‐ ‐ 37.95258 ‐121.284 SAN JOAQ STOCKTON ‐121.284 37.9526 9190320 2020 ######## 3905 ######## 1408 2463 PAR 7 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y B ‐ N Y 3022 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1011000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQ STOCKTON ‐121.244 37.95447 9194959 2020 ######## 3905 ######## 2337 2738 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4022 A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 1002000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 9203644 2020 ######## 3905 ######## 1505 3077 CIV 2 5 6 3905 0 0 0 0 CENTER ST MARKET ST 0 Y A ‐ N N 3012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y Y C 2010000001 ‐ ‐ 37.95152 ‐121.291 SAN JOAQ STOCKTON ‐121.291 37.95151 9203659 2020 ######## 3905 ######## 1115 2463 PAR 2 5 6 3905 0 0 0 0 AIRPORT WY MAIN ST 0 Y A ‐ N N 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 8001000000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 9206162 2020 ######## 3905 ######## 1750 2466 PAR 5 5 6 3905 0 0 0 0 MAIN ST AIRPORT WY 0 Y C ‐ N 3012 A ‐ 10 21950 A F G BBBH ‐ CA 0 Y Y D 2 2010010000 ‐ ‐ 37.95526 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95536 9207064 2020 ######## 3905 ######## 1053 3054 CIV 1 5 6 3905 0 0 0 0 CALIFORNIA ST MAIN ST 56 N Y A ‐ N Y 3012 A ‐ 3 22350 F B C A A H ‐ AD 0 Y A 1010000000 ‐ ‐ 37.95362 ‐121.285 SAN JOAQ STOCKTON ‐121.285 37.95372 9209964 2020 ######## 3905 ######## 1629 7035 PAR 5 5 6 3905 0 0 0 0 MAIN ST SULLIVAN AV 20 E N A ‐ N Y 3033 A ‐ 3 22350 N C E A A H ‐ AA 0 Y A 1012000000 ‐ ‐ 37.95397 ‐121.252 SAN JOAQ STOCKTON ‐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 3012 A ‐ 8 22100 A N D C A A H ‐ CD 0 Y A 1010000000 ‐ ‐ 37.95495 ‐121.258 SAN JOAQ STOCKTON ‐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 4023 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 7002000000 ‐ ‐ 37.95236 ‐121.286 SAN JOAQ STOCKTON ‐121.286 37.95238 9241030 2021 ######## 3905 ######## 2017 7035 PAR 7 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 4032 A ‐ 12 21453 A N D C A ‐ H ‐ CA 0 Y A 1003000000 ‐ ‐ 37.95363 ‐121.246 SAN JOAQ STOCKTON ‐121.244 37.95447 9244860 2021 ######## 3905 ######## 2241 2891 PAR 2 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3033 A ‐ 12 21453 A N D C A A H ‐ CA 0 Y A 7012000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 9244867 2021 ######## 3905 ######## 1118 2466 PAR 2 5 6 3905 0 0 0 0 WILSON WY MAIN ST 0 Y A B N 4012 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 8001000000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 9244878 2021 ######## 3905 ######## 1415 7035 CIV 6 5 6 3905 0 0 0 0 EL DORADO ST MARKET ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95117 ‐121.291 SAN JOAQ STOCKTON ‐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 3012 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y Y A 1010000001 ‐ ‐ 37.95444 ‐121.249 SAN JOAQ STOCKTON ‐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 2012 A ‐ 7 21658 A N C C A A H ‐ AD 0 Y Y D 2 2100000001 ‐ ‐ 37.95399 ‐121.241 SAN JOAQ STOCKTON ‐121.241 37.95432 9251451 2021 ######## 3905 ######## 1720 2466 PAR 1 5 6 3905 0 0 0 0 SIERRA NEVADAMARKET ST 0 Y A ‐ N Y 4023 A ‐ 9 21802 A F D C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95393 ‐121.274 SAN JOAQ STOCKTON ‐121.273 37.95461 9266085 2021 ######## 3905 ######## 2304 2384 PAR 4 5 6 3905 0 0 0 0 MAIN ST E ST 0 Y A ‐ N Y 4012 A ‐ 9 21802 A N D C A A H ‐ CD 0 Y A 1001000000 ‐ ‐ 37.95432 ‐121.258 SAN JOAQ STOCKTON ‐121.257 37.95509 9266093 2021 ######## 3905 ######## 2033 3040 SEA 5 5 6 3905 0 0 0 0 MAIN ST E ST 13 E Y A ‐ N 4024 A ‐ 3 22350 F C C A A H ‐ CD 0 Y A 1002000000 ‐ ‐ 37.95432 ‐121.258 SAN JOAQ STOCKTON ‐121.257 37.95509 9266100 2021 ######## 3905 ######## 1940 2738 PAR 5 5 6 3905 0 0 0 0 MAIN ST SEARCHLIGHT AV 73 E N A ‐ N 3012 A ‐ 11 21955 N G B D A H ‐ CD 0 Y Y N 6 0010010000 ‐ ‐ 37.9547 ‐121.253 SAN JOAQ STOCKTON ‐121.253 37.95491 9266110 2021 ######## 3905 ######## 2138 3090 PAR 2 5 6 3905 0 0 0 0 MAIN ST SULLIVAN AV 10 W N A ‐ N 4012 A ‐ 4 21703 F C C A A H ‐ CD 0 Y A 1001000000 ‐ ‐ 37.95453 ‐121.251 SAN JOAQ STOCKTON ‐121.251 37.95478 9266113 2021 ######## 3905 ######## 1202 2466 PAR 3 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 3022 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1011000000 ‐ ‐ 37.95405 ‐121.253 SAN JOAQ STOCKTON ‐121.252 37.95485 9266129 2021 ######## 3905 ######## 2259 3016 PAR 6 5 6 3905 0 0 0 0 MAIN ST UNION ST 0 Y A ‐ N Y 4012 A ‐ 17 21657 F D C A A H ‐ CD 0 Y A 1001000000 ‐ ‐ 37.95483 ‐121.277 SAN JOAQ STOCKTON ‐121.277 37.9549 9266132 2021 ######## 3905 ######## 1145 7035 PAR 6 5 6 3905 0 0 0 0 MAIN ST SHASTA AV 0 Y A ‐ N Y 4012 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95438 ‐121.248 SAN JOAQ STOCKTON ‐121.248 37.95465 9266138 2021 ######## 3905 ######## 1934 2384 PAR 7 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 2022 A ‐ 17 21451 A N A C A B H ‐ AA 0 Y A 7110000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 9266142 2021 ######## 3905 ######## 1850 1536 1 5 6 3905 0 0 0 0 MAIN ST WILSON WY 5 E Y A ‐ N 4012 A ‐ 10 21950 A F G B B A H ‐ BA 0 Y Y A 1001010000 ‐ ‐ 37.95572 ‐121.272 SAN JOAQ STOCKTON ‐121.272 37.95578 9266166 2021 ######## 3905 ######## 1132 2463 PAR 7 5 6 3905 0 0 0 0 MARKET ST WILSON WY 0 Y A ‐ N N 4012 A ‐ 7 21658 A N B C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95403 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95482 9266444 2021 ######## 3905 ######## 629 3117 PAR 5 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4022 A ‐ 8 22107 F D C A A H ‐ AA 0 Y D 2 2002000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 9266726 2021 ######## 3905 ######## 1410 2466 CIV 1 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 0 Y A ‐ N N 4012 A ‐ 10 21950 A F G B B A H ‐ AA 0 Y Y ‐ 001010000 ‐ ‐ 37.95216 ‐121.287 SAN JOAQ STOCKTON ‐121.287 37.95217 9266845 2021 ######## 3905 ######## 216 2980 CIV 5 5 6 3905 0 0 0 0 CENTER ST MARKET ST 100 N Y C ‐ N Y 4013 A ‐ 1 23152 A N E I A B H ‐ CA 0 YYA 1001000000 ‐ ‐ 37.95152 ‐121.291 SAN JOAQ STOCKTON ‐121.291 37.95178 9283757 2021 ######## 3905 ######## 1624 1541 PAR 2 5 6 3905 0 0 0 0 MAIN ST PILGRIM ST 0 Y A ‐ N 4012 A ‐ 9 21802 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95505 ‐121.275 SAN JOAQ STOCKTON ‐121.275 37.95514 9284517 2021 ######## 3905 ######## 2035 2625 PAR 5 5 6 3905 0 0 0 0 FILBERT ST MAIN ST 0 Y A ‐ N Y 4022 A ‐ 9 21801 A F A C A A H ‐ CA 0 Y A 7002000000 ‐ ‐ 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 9284672 2021 ######## 3905 ######## 1930 2466 PAR 4 5 6 3905 0 0 0 0 MAIN ST SIERRA NEVADA ST 0 Y A ‐ N 3012 A ‐ 8 22100 B F D G A A H ‐ AA 0 Y Y A 1010000100 ‐ ‐ 37.95547 ‐121.273 SAN JOAQ STOCKTON ‐121.273 37.95555 9287471 2021 ######## 3905 ######## 1838 3020 CIV 2 5 6 3905 0 0 0 0 MARKET ST STANISLAUS ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.953 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95306 9289127 2021 ######## 3905 ######## 1041 2463 PAR 3 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 4012 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95372 ‐121.275 SAN JOAQ STOCKTON ‐121.274 37.95439 9291130 2021 ######## 3905 ######## 1123 7034 CIV 4 5 6 3905 0 0 0 0 CALIFORNIA ST MARKET ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 001000000 ‐ ‐ 37.95202 ‐121.285 SAN JOAQ STOCKTON ‐121.284 37.9526 9291154 2021 ######## 3905 ######## 454 2987 PAR 7 5 6 3905 0 0 0 0 MAIN ST ASH ST 100 E N A ‐ N Y 3013 A ‐ 1 23152 A N C E A A H ‐ BA 0 YYA 1010000000 ‐ ‐ 37.95511 ‐121.261 SAN JOAQ STOCKTON ‐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 4032 A ‐ 8 22102 N D C A A H ‐ AD 0 Y A 8003000000 ‐ ‐ 37.95438 ‐121.248 SAN JOAQ STOCKTON ‐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 4012 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1001000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95404 9298906 2021 ######## 3905 ######## 1040 2463 PAR 1 5 6 3905 0 0 0 0 MAIN ST GOLDEN GATE AV 0 Y A ‐ N Y 4012 A ‐ 7 21658 A M A C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95419 ‐121.244 SAN JOAQ STOCKTON ‐121.244 37.95447 9298950 2021 ######## 3905 ######## 1006 2463 PAR 2 5 6 3905 0 0 0 0 WILSON WY MARKET ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 001000000 ‐ ‐ 37.9547 ‐121.271 SAN JOAQ STOCKTON ‐121.271 37.95482 9326501 2021 ######## 3905 ######## 1902 1541 PAR 1 5 6 3905 0 0 0 0 WILSON WY MARKET ST 32 S Y A ‐ N N 4012 A ‐ 8 22100 A N B C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ 37.95414 ‐121.272 SAN JOAQ STOCKTON ‐121.271 37.95473 9326650 2021 ######## 3905 ######## 1638 2466 CIV 1 5 6 3905 0 0 0 0 MARKET ST SAN JOAQUIN ST 0 Y A ‐ N Y 4012 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 001000000 ‐ ‐ 37.95159 ‐121.288 SAN JOAQ STOCKTON ‐121.287 37.95217 9340944 2021 ######## 3905 ######## 1707 7035 PAR 6 5 6 3905 0 0 0 0 MAIN ST FILBERT ST 0 Y A ‐ N Y 3032 A ‐ 9 21801 A N D C A A H ‐ AA 0 Y A 1012000000 ‐ FR 37.95461 ‐121.252 SAN JOAQ STOCKTON ‐121.252 37.95485 9340947 2021 ######## 3905 ######## 1448 7034 PAR 6 5 6 3905 0 0 0 0 AIRPORT WY MARKET ST 0 Y A ‐ N Y 3064 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y I 1 9024000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 9341567 2021 ######## 3905 ######## 1018 1315 CIV 6 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N Y 3043 A ‐ 12 21453 A N D C A A H ‐ AA 0 Y ‐‐ 013000000 ‐ ‐ 37.95398 ‐121.282 SAN JOAQ STOCKTON ‐121.282 37.95404 9344400 2021 ######## 3905 ######## 1609 7034 PAR 4 5 6 3905 0 0 0 0 UNION ST MARKET ST 0 Y A ‐ N Y 4012 A ‐ 12 22450 N D C A A H ‐ AA 0 Y A 7001000000 ‐ ‐ 37.95385 ‐121.276 SAN JOAQ STOCKTON ‐121.276 37.95395 9344485 2021 ######## 3905 ######## 1706 7034 PAR 5 5 6 3905 0 0 0 0 AIRPORT AV MARKET ST 0 Y A ‐ N Y 4012 A ‐ 3 22350 N C C A A H ‐ AA 0 Y D 2 2001000000 ‐ ‐ 37.95428 ‐121.274 SAN JOAQ STOCKTON ‐121.274 37.95439 9352432 2021 ######## 3905 ######## 107 2890 CIV 6 5 6 3905 0 0 0 0 STANISLAUS ST MAIN ST 0 Y A ‐ N Y 4012 A ‐ 9 21800 A N D C A A H ‐ CA 0 Y A 8001000000 ‐ ‐ 37.953 ‐121.283 SAN JOAQ STOCKTON ‐121.282 37.95404 9352481 2021 ######## 3905 ######## 1602 2466 PAR 1 5 6 3905 0 0 0 0 WILSON WY MARKET ST 10 S Y A ‐ N N 4022 A ‐ 12 21453 A F C C A A H ‐ AA 0 Y A 1002000000 ‐ ‐ 37.95414 ‐121.272 SAN JOAQ STOCKTON ‐121.271 37.95479

ATTACHMENT B

APPENDIX B – TRAFFIC COUNT SHEETS

ATTACHMENT B
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 4/8/2024Time Wednesday Thursday Friday Saturday Sunday Monday Tuesday Mid-Week Average4/9/2024 1 Project Manager: (415) 310-6469
[email protected]

ATTACHMENT B
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
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
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 10/3/2023Time Thursday Friday Saturday Sunday Monday Tuesday Wednesday Mid-Week Average10/4/2023 1 Project Manager: (415) 310-6469
[email protected]

ATTACHMENT B
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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 4/15/2024Time Wednesday Thursday Friday Saturday Sunday Monday Tuesday Mid-Week Average4/16/2024 1 Project Manager: (415) 310-6469
[email protected]

ATTACHMENT B
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 HourEastbound 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 0 0 0 0 00 33 3 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
26 1810 0 0 0 0 00 23 3 0 0 0
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
0 0 0 0 1 01 0 0 0 0 0
0 191 0
HV 0 0 0 0 0 0
0 0 0 0 0 03 0 164 24 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - - - 1%0% 4% - - - -HV% - - - 0% -
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
24 0 60 1 0 0 1 15
4 24
Peak Hr 0 1 0 0 1 0 0
1 0 0 1 140 143Count Total 0 3 0 0 3 0
110 0 0 75 100 4
0 0
0 0
0 0
4 11
100
75 N
S Hunter St
W Main St
E Main StS Hunter St
W Main St
191TEV:

0.87PHF:
24 164 188
0 0
0 00
167
0 3
03 24
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 HourEastbound 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 00 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 00 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 10 0 0 0 0 0
0 0 0 3 0
Peak Hour 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 1 2
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 HourEastbound
0 0 0 0 0 00 0 1 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
10 0 0 0 0 1
Count Total 0 0 0 0 1 0 0 0
0 0 00 0 0 0 0 0Peak Hour 0 0 0 0 0
0 0 0 0 1 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 HourEastbound 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 0 0 0 0 00 12 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
7 320 0 0 0 0 00 6 0 0 0 0
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
0 0 0 0 2 01 0 0 0 0 0
0 61 0
HV 0 0 0 1 0 0
0 0 0 0 0 08 0 48 4 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - - - 3%0% 25% - - - -HV% 0% - - 13% -
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
11 0 110 0 0 0 0 1
2 35
Peak Hr 1 1 0 0 2 0 0
0 0 0 0 41 60Count Total 1 1 0 0 2 0
70 0 0 25 37 1
0 0
0 0
0 0
1 7
37 25
N
S Hunter St
W Main St
E Main StS Hunter St
W Main St
61TEV:

0.9PHF:
4 48 52
0 0
0 00
56 0
8 09
5 1
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 HourEastbound 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 0 0 0 00 0 1 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 00 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 00 0 0 0 0 0
0 0 0 2 0
Peak Hour 0 0 0 1
0 0 0 0 0 0Count Total 0 0 0 1 0 0 1
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 HourEastbound
0 0 0 0 0 00 0 1 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
00 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 0
0 0 00 0 0 0 0 0Peak Hour 0 0 0 0 0
0 0 0 0 0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
189
451 0 1 74 39 31
47 73
Peak Hour 0 1 6 4 11 0 0
1 2 0 3 118 65Count Total 0 2 11 8 21 0
10 9 170 1 0 0 1 198:45 AM 0 0 1 0 1
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
- 2% 3%HV% - - - - -
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 55 175 0 0 0 1190 0 13 25 28 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 3% 0% 2%0% 4% 0%
Peak
Hour
All 0 0 0
43 0 78 284 0 0
0 0 4 0 11 01 0 0 1 5 0
117 532 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 23 39 0 186 144 797 0
81 48032 0 0 0 14 70 3 6 8 0 11
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
43 0 0 0 31 310 6 4 8 0 21
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
52 0 0 0 35 240 2 6 4 0 10
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
40 0 0 0 16 60 4 2 2 0 1
0 9 2 35 0
7:15 AM 0 0 0 0
2 0 8 12 0 07:00 AM 0 0 0 0 0 2 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 1
0 0
0 0
31 45
39 74
N
S San Joaquin St
E Main St
E Main StS San Joaquin
St
E Main St
N San Joaquin
St
532TEV:

0.92PHF: 117
119
0 236
203
0 28
25 13
66 0
0 0
175
55 230
132
0 0
0 0
0 197
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 1 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 0 00 1
3 000 2 0
0 0
0 0
Peak Hour
0 0Count Total
0 2100 00 0 0 0
0 1
8:45 AM
0 0 0 0
2 8:30 AM
10 0 0 00 1
0 1
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
1 8:00 AM
000 0
1 0
7:45 AM
0 1 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
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
5 0 0 0 4 00 0 1 0 0 1

RTTHLT RTTHLTRT
0 8 0 21 0
Peak Hour 0 0 0 0
0 0 3 8 0 0Count Total 0 0 0 0 0 0 2
1 111 0 0 0 0 00 0 0 0 0 0
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
2 0 0 0 2 00 0 0 0 0 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
1 0 0 0 0 00 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
1 0 0 0 1 00 0 0 0 0 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
113
165 1 7 59 28 10
20 45
Peak Hour 0 0 3 3 6 0 1
1 7 2 10 84 49Count Total 0 1 7 4 12 0
4 2 110 0 0 0 0 15:45 PM 0 0 1 1 2
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
0% 0% 2%HV% - - - - -
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 6 121 0 0 0 1280 0 23 13 38 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 2% 0% 2%0% 0% 0%
Peak
Hour
All 0 0 0
53 1 16 215 0 0
0 0 3 0 6 00 0 0 0 3 0
18 348 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 35 23 0 224 25 592 0
41 24917 0 0 0 14 00 3 4 2 0 1
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
25 0 0 0 28 10 6 2 4 0 2
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
33 0 0 0 19 50 7 3 6 1 1
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
28 0 0 0 32 40 7 3 13 0 1
0 33 6 94 0
4:15 PM 0 0 0 0
5 0 5 39 0 04:00 PM 0 0 0 0 0 3 3

UT LT TH RT UT LT
Rolling
One HourEastbound 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
1 0
0 5
0 0
1 0
10 16
28 59
N
S San Joaquin St
E Main St
E Main StS San Joaquin
St
E Main St
N San Joaquin
St
348TEV:

0.88PHF: 18
128
0 146
159
0 38
13 23
74 0
0 0
121
6 128
152
1 0
0 0
0 37
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 1 0
000 0 1 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 1 0
0 0 0
0 THLT
70 0 1 00 5
10 000 7 0
1 0
0 0
Peak Hour
0 2Count Total
0 5000 00 0 0 0
2 5
5:45 PM
0 1 0 0
6 5:30 PM
10 0 0 00 1
2 7
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
5 5:00 PM
000 0
3 0
4:45 PM
0 3 0 0
0 4:30 PM
20 0 1 00 14:15 PM 0
0 0
0 0 0
0 04:00 PM
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
3 0 0 0 3 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 4 0 12 0
Peak Hour 0 0 0 0
0 0 0 7 0 0Count Total 0 0 0 0 0 0 1
2 51 0 0 0 1 00 0 0 0 0 0
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
1 0 0 0 0 00 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
1 0 0 0 0 00 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
2 0 0 0 1 00 0 0 0 0 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
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
140
361 1 3 22 69 13
19 70
Peak Hour 0 2 4 5 11 0 1
1 2 1 4 34 105Count Total 0 3 7 6 16 0
14 4 200 0 0 0 0 18:45 AM 0 0 1 0 1
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
- 0% 6%HV% - - - - -
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 20 64 0 0 0 940 0 9 30 6 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 5% 0% 4%11% 3% 0%
Peak
Hour
All 0 0 0
9 0 32 108 0 0
0 0 5 0 11 01 0 0 0 4 0
24 247 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 24 48 0 155 39 415 0
54 22614 0 0 0 16 70 3 8 1 0 5
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
13 0 0 0 10 30 2 12 2 0 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
24 0 0 0 33 30 3 6 1 0 5
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
11 0 0 0 15 40 5 2 1 0 2
0 10 2 22 0
7:15 AM 0 0 0 0
0 0 4 4 0 07:00 AM 0 0 0 0 0 1 1

UT LT TH RT UT LT
Rolling
One HourEastbound 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
1 0
0 1
0 0
0 1
13 36
69 22
N
S Sutter St
E Main St
E Main StS Sutter St
E Main St
N Sutter St
247TEV:

0.82PHF: 24
94 0
118
70 0
6 30
9 45
0 0
0 64
20 84
103
0 0
0 0
0 74
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 1 0 0
000 1 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
30 0 1 00 1
4 000 2 0
0 0
0 0
Peak Hour
0 1Count Total
0 3000 00 0 0 0
0 3
8:45 AM
0 0 0 0
4 8:30 AM
20 0 0 00 1
1 2
8:15 AM
0 0 0
0 0 0
0 0 0
1 0 0
1 8:00 AM
000 0
1 0
7:45 AM
0 1 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
11 0
Interval
Start
E Main St E Main St S Sutter St N Sutter St
15-min
Total
Rolling
One Hour
4 0 0 0 5 00 1 1 0 0 0

RTTHLT RTTHLTRT
0 6 0 16 0
Peak Hour 0 0 0 0
0 0 0 7 0 0Count Total 0 0 0 0 0 2 1
1 61 0 0 0 0 00 0 0 0 0 0
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
1 0 0 0 1 00 0 0 0 0 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
2 0 0 0 2 00 1 1 0 0 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 1 00 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 S Sutter St N Sutter St
15-min
Total
Rolling
One HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
115
242 0 2 25 52 14
17 39
Peak Hour 0 1 1 0 2 0 0
0 2 0 2 34 82Count Total 0 1 2 1 4 0
1 2 20 0 0 0 0 45:45 PM 0 0 1 0 1
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
- 0% 1%HV% - - - - -
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 13 134 0 0 0 850 0 23 28 12 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% 0% 1%4% 0% 0%
Peak
Hour
All 0 0 0
24 0 23 228 0 2
0 0 0 0 2 00 0 0 0 1 0
23 318 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 31 50 0 147 29 534 0
41 26316 0 0 0 12 10 2 7 1 0 2
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
22 0 1 0 26 10 2 8 5 0 2
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
23 0 0 0 18 20 5 8 6 0 5
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
21 0 0 0 20 150 6 6 1 0 1
0 14 4 54 0
4:15 PM 0 0 0 0
4 0 3 22 0 14:00 PM 0 0 0 0 0 2 4

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 2
0 0
0 0
14 24
52 25
N
S Sutter St
E Main St
E Main StS Sutter St
E Main St
N Sutter St
318TEV:

0.79PHF: 23
85 0
108
146
0 12
28 23
63 0
0 0
134
13 147
108
0 0
0 0
0 64
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
20 0 0 00 2
2 000 2 0
0 0
0 0
Peak Hour
0 0Count Total
0 1000 00 0 0 0
0 1
5:45 PM
0 0 0 0
1 5:30 PM
00 0 0 00 0
1 2
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
000 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
10 0 0 00 14:15 PM 0
0 0
0 0 0
0 04:00 PM
RT
2 0
Interval
Start
E Main St E Main St S Sutter St N Sutter St
15-min
Total
Rolling
One Hour
1 0 0 0 0 00 1 0 0 0 0

RTTHLT RTTHLTRT
0 0 1 4 0
Peak Hour 0 0 0 0
0 0 0 2 0 0Count Total 0 0 0 0 0 1 0
1 11 0 0 0 0 00 0 0 0 0 0
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 00 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 00 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 0 0 0 0 00 1 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
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 26
70 0 0 10 5 4
8 7
Peak Hour 0 1 8 6 15 0 0
0 0 0 0 23 9Count Total 0 1 15 10 26 0
0 2 00 0 0 0 0 38:45 AM 0 0 0 3 3
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
- 8% 3%HV% - - - - -
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 13 251 0 0 0 2080 0 63 26 34 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 2% 18% 2%2% 0% 0%
Peak
Hour
All 0 0 0
44 0 17 413 0 0
0 0 4 2 15 00 0 0 1 7 0
11 606 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 77 50 0 358 19 978 0
98 51744 0 0 0 32 10 5 9 5 0 2
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
58 0 0 0 58 00 6 9 1 0 7
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
70 0 0 0 58 50 23 4 17 0 0
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
37 0 0 0 40 30 3 4 0 0 2
0 34 2 64 0
7:15 AM 0 0 0 0
1 0 0 26 0 07:00 AM 0 0 0 0 0 0 1

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
4 7
5 10
N
California St
E Main St
E Main StCalifornia St
E Main St
N California St
606TEV:

0.86PHF: 11
208
0 219
285
0 34
26 63
123
0 0
0 251
13 264
271
0 0
0 0
0 50
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
0 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 0
8:45 AM
0 0 0 0
0 8:30 AM
00 0 0 00 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
15 0
Interval
Start
E Main St E Main St California St N California St
15-min
Total
Rolling
One Hour
7 0 0 0 4 20 1 0 0 0 1

RTTHLT RTTHLTRT
0 8 2 26 0
Peak Hour 0 0 0 0
0 0 1 14 0 0Count Total 0 0 0 0 0 1 0
3 100 0 0 0 3 00 0 0 0 0 0
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 00 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
3 0 0 0 3 20 0 0 0 0 0
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
2 0 0 0 0 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 26
21 0 1 6 9 9
10 2
Peak Hour 0 1 2 5 8 0 0
0 1 0 1 9 17Count Total 0 1 3 8 12 0
0 0 00 0 0 0 0 25:45 PM 0 0 1 0 1
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
0% 0% 1%HV% - - - - -
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 8 216 0 0 0 2490 0 27 42 24 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 2% 0% 1%0% 2% 0%
Peak
Hour
All 0 0 0
34 2 13 379 0 0
0 0 5 0 8 01 0 0 0 2 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
80 43030 0 0 0 36 10 1 10 2 0 0
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
52 0 0 0 54 60 5 9 0 0 2
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
50 0 0 0 56 60 6 9 5 0 4
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
49 0 0 0 58 20 8 10 4 0 1
0 76 0 142 0
4:15 PM 0 0 0 0
6 0 0 43 0 04:00 PM 0 0 0 0 0 7 10

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 1
0 0
0 0
9 2
9 6
N
California St
E Main St
E Main StCalifornia St
E Main St
N California St
575TEV:

0.87PHF: 8
249
0 257
240
0 24
42 27
93 0
0 0
216
8 225
277
1 0
0 0
0 58
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 0 00 1
1 000 1 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 0
5:45 PM
0 0 0 0
0 5:30 PM
00 0 0 00 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
000 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
10 0 0 00 14:15 PM 0
0 0
0 0 0
0 04:00 PM
RT
8 0
Interval
Start
E Main St E Main St California St N California St
15-min
Total
Rolling
One Hour
2 0 0 0 5 00 0 1 0 0 0

RTTHLT RTTHLTRT
0 8 0 12 0
Peak Hour 0 0 0 0
0 0 0 3 0 0Count Total 0 0 0 0 0 0 1
1 41 0 0 0 0 00 0 0 0 0 0
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 1 00 0 0 0 0 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 00 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
1 0 0 0 1 00 0 1 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
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
119
960 1 1 10 11 2
6 131
Peak Hour 0 0 0 0 0 0 0
0 0 1 1 17 20Count Total 0 0 0 0 0 0
4 1 20 0 0 0 0 18:45 AM 0 0 0 0 0
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
0% 0% 0%HV% - - - - -
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 15 18 0 1 0 310 0 82 87 24 1
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 00 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
32 1580 0 2 0 3 40 1 15 7 0 0
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
3 0 0 0 3 00 2 16 3 0 1
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
4 0 1 0 13 40 44 34 9 0 10
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 0 0 0 5 10 6 7 3 0 0
0 1 0 7 0
7:15 AM 0 0 0 0
3 0 0 1 0 07:00 AM 0 0 0 0 0 1 1

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
2 96
11 10
N
S American St
E Main St
E Main StS American St
E Main St
N American St
279TEV:

0.59PHF: 20
31 0
52 43
1 24
87 82
193
0 0
0 18
15 34
114
1 0
0 0
0 122
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 0 10 0
1 010 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 1000 00 0 0 0
0 1
8:45 AM
0 0 0 0
1 8:30 AM
10 0 0 10 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
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 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 0 0 0 0
Peak Hour 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 0 0
0 00 0 0 0 0 00 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 00 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 00 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 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 26
150 0 0 4 2 5
7 21
Peak Hour 0 0 0 1 1 0 0
0 0 0 0 7 2Count Total 0 1 0 1 2 0
0 1 20 0 0 0 0 15:45 PM 0 0 0 0 0
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
- 0% 0%HV% - - - - -
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 3 24 0 2 0 120 0 22 73 19 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- 0% - 0% 7% 1%0% 0% 0%
Peak
Hour
All 0 0 0
26 1 8 36 0 2
0 0 0 1 1 00 0 0 0 0 0
15 170 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 42 108 0 29 25 277 0
19 1071 0 0 0 1 00 3 11 2 0 1
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
3 0 0 0 3 40 5 8 1 0 1
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
8 0 0 0 3 50 6 16 3 0 1
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
3 0 0 0 3 20 5 19 4 0 1
0 3 4 50 0
4:15 PM 0 0 0 0
9 0 1 9 0 14:00 PM 0 0 0 0 0 6 17

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
5 15
2 4
N
S American St
E Main St
E Main StS American St
E Main St
N American St
170TEV:

0.85PHF: 15
12 0
29 45
2 19
73 22
114
0 0
0 24
3 27
34 0
0 0
0 0
91 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
0 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 0
5:45 PM
0 0 0 0
0 5:30 PM
00 0 0 00 0
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 5:00 PM
000 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
0 04:00 PM
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 10 0 0 0 0 0

RTTHLT RTTHLTRT
0 0 1 2 0
Peak Hour 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 1 0
0 10 0 0 0 0 00 0 0 0 0 0
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 0 0 0 0 00 1 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 00 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 10 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
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 14
53 0 3 0 7 2
4 12
Peak Hour 0 4 10 12 26 0 0
1 4 1 6 0 12Count Total 0 6 20 20 46 0
2 1 50 0 0 0 0 08:45 AM 0 0 2 2 4
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
- 0% 2%HV% - - - - -
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 86 427 0 0 0 2090 0 46 78 5 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 6% 0% 3%9% 0% 0%
Peak
Hour
All 0 0 0
11 0 147 685 0 0
0 0 12 0 26 00 0 0 0 10 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
141 70869 0 0 0 40 10 6 11 3 0 11
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
94 0 0 0 55 10 7 10 1 0 8
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
134 0 0 0 51 70 19 39 1 0 48
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
65 0 0 0 29 10 3 9 0 0 12
0 19 2 62 0
7:15 AM 0 0 0 0
0 0 4 33 0 07:00 AM 0 0 0 0 0 2 2

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 2
1 0
0 0
2 5
7 0
N
S Stanislaus St
E Main St
E Main StS Stanislaus St
E Main St
N Stanislaus St
866TEV:

0.72PHF: 15
209
0 224
432
0 5
78 46
129
0 0
0 427
86 513
255
0 0
0 0
0 179
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 1 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
1 THLT
30 0 0 01 2
6 001 3 0
0 0
0 0
Peak Hour
0 1Count Total
0 3000 00 0 0 0
1 3
8:45 AM
0 1 0 0
4 8:30 AM
10 0 0 00 1
1 4
8:15 AM
1 0 0
0 0 0
0 0 0
0 0 0
3 8:00 AM
000 0
2 0
7:45 AM
0 0 0 0
0 7:30 AM
10 0 0 00 17:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
26 0
Interval
Start
E Main St E Main St S Stanislaus St N Stanislaus St
15-min
Total
Rolling
One Hour
10 0 0 0 12 00 4 0 0 0 0

RTTHLT RTTHLTRT
0 20 0 46 0
Peak Hour 0 0 0 0
0 0 0 20 0 0Count Total 0 0 0 0 0 6 0
4 252 0 0 0 2 00 0 0 0 0 0
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 0 0 0 1 00 1 0 0 0 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
2 0 0 0 1 00 2 0 0 0 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
3 0 0 0 1 00 0 0 0 0 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 16
42 0 2 7 5 0
3 11
Peak Hour 0 1 6 4 11 0 0
2 3 0 5 11 7Count Total 0 1 13 7 21 0
0 1 00 0 0 0 0 05:45 PM 0 0 2 0 2
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
- 0% 2%HV% - - - - -
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 39 249 0 0 0 2950 0 66 53 12 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 1% 0% 2%2% 0% 0%
Peak
Hour
All 0 0 0
29 0 76 456 0 0
0 0 4 0 11 00 0 0 0 6 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
146 61035 0 0 0 48 20 37 6 9 0 9
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
34 0 0 0 72 20 8 7 3 0 5
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
58 0 0 0 69 20 11 14 2 0 10
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
68 0 0 0 49 30 26 19 5 0 8
0 54 3 180 0
4:15 PM 0 0 0 0
3 0 14 78 0 04:00 PM 0 0 0 0 0 11 17

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 1
1 0
0 0
0 4
5 7
N
S Stanislaus St
E Main St
E Main StS Stanislaus St
E Main St
N Stanislaus St
722TEV:

0.92PHF: 8
295
0 303
261
0 12
53 66
131
0 0
0 249
39 288
361
0 0
0 0
0 100
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 1 0 1
0000
0 0
0 00
0 THLT
00001000
0 00
0 0
0 0 0
0 0 0
0 THLT
20 0 0 01 1
5 001 2 0
0 0
0 0
Peak Hour
0 0Count Total
0 3000 00 0 0 0
2 3
5:45 PM
0 0 0 0
2 5:30 PM
00 0 0 00 0
1 2
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
2 5:00 PM
000 0
1 0
4:45 PM
1 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
1 04:00 PM
RT
11 0
Interval
Start
E Main St E Main St S Stanislaus St N Stanislaus St
15-min
Total
Rolling
One Hour
6 0 0 0 4 00 1 0 0 0 0

RTTHLT RTTHLTRT
0 7 0 21 0
Peak Hour 0 0 0 0
0 0 0 13 0 0Count Total 0 0 0 0 0 1 0
2 82 0 0 0 0 00 0 0 0 0 0
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
2 0 0 0 1 00 0 0 0 0 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
3 0 0 0 0 00 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
2 0 0 0 1 00 0 0 0 0 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
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 16
22 0 3 5 4 5
7 5
Peak Hour 0 2 3 2 7 0 1
1 4 1 6 7 4Count Total 0 3 5 2 10 0
0 0 10 0 0 1 1 18:45 AM 0 0 0 0 0
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
- 11% 5%HV% - - - - -
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 9 43 0 0 0 160 0 6 107 7 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 6% 6% 3%0% 2% 0%
Peak
Hour
All 0 0 0
12 0 13 60 0 0
0 0 1 1 7 02 0 0 1 2 0
16 204 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 13 157 0 25 23 303 0
28 1546 0 0 0 1 10 2 15 1 0 2
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
7 0 0 0 5 40 2 14 3 0 3
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
13 0 0 0 6 60 0 50 2 0 1
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
3 0 0 0 2 10 1 11 0 0 1
0 2 2 11 0
7:15 AM 0 0 0 0
0 0 0 5 0 07:00 AM 0 0 0 0 0 0 2

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
1 1
0 0
0 1
5 2
4 5
N
S Grant St
E Main St
E Main StS Grant St
E Main St
N Grant St
204TEV:

0.65PHF: 16
16 0
32 50
0 7
107
6 120
0 0
0 43
9 52
22 0
0 0
0 0
132
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 1 0 0
000 1 0 0
0000
0 0
0 00
0 THLT
00000100
0 00
0 0
0 0 0
0 0 0
0 THLT
31 0 0 00 1
6 001 1 2
0 0
0 1
Peak Hour
0 1Count Total
0 5100 00 0 0 0
1 4
8:45 AM
0 0 1 0
3 8:30 AM
21 0 0 00 0
1 1
8:15 AM
0 1 0
0 0 0
0 0 0
1 0 0
1 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
1 07:00 AM
RT
7 0
Interval
Start
E Main St E Main St S Grant St N Grant St
15-min
Total
Rolling
One Hour
2 0 0 0 1 10 0 2 0 0 1

RTTHLT RTTHLTRT
0 1 1 10 0
Peak Hour 0 0 0 0
0 0 1 4 0 0Count Total 0 0 0 0 0 0 3
0 30 0 0 0 0 00 0 0 0 0 0
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
1 0 0 0 0 10 0 0 0 0 0
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 0 0 1 00 0 2 0 0 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 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 3
10 0 0 1 0 1
2 50
Peak Hour 0 2 0 0 2 0 0
0 2 1 3 1 2Count Total 0 2 1 0 3 0
0 0 100 0 0 0 0 05:45 PM 0 0 0 0 0
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
- 0% 0%HV% - - - - -
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 10 21 0 0 0 310 0 7 109 11 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% 0% 1%0% 1% 9%
Peak
Hour
All 0 0 0
22 0 14 31 1 1
0 0 0 0 2 01 1 0 0 0 0
25 214 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 12 201 0 49 35 366 0
63 1523 0 0 0 3 40 1 49 3 0 0
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 1 1 0 3 20 0 13 3 0 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
4 0 0 0 4 60 2 21 2 0 0
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
4 0 0 0 9 60 4 43 5 0 5
0 6 4 46 0
4:15 PM 0 0 0 0
2 0 1 8 0 04:00 PM 0 0 0 0 0 0 25

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
1 1
0 1
N
S Grant St
E Main St
E Main StS Grant St
E Main St
N Grant St
214TEV:

0.7PHF: 25
31 0
56 32
0 11
109
7 127
0 0
0 21
10 31
38 0
0 0
0 0
144
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
3 011 1 0
0 1
0 0
Peak Hour
0 0Count Total
0 3000 00 0 0 0
3 3
5:45 PM
1 1 0 0
0 5:30 PM
00 0 0 00 0
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 5:00 PM
000 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
0 04:00 PM
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 0 0 0 00 0 1 1 0 0

RTTHLT RTTHLTRT
0 0 0 3 0
Peak Hour 0 0 0 0
1 0 0 1 0 0Count Total 0 0 0 0 0 0 1
0 10 0 0 0 0 00 0 0 0 0 0
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 00 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 00 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 00 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
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 7
12 5 8 0 2 4
4 5
Peak Hour 0 3 4 2 9 0 1
1 3 9 13 0 3Count Total 0 3 5 2 10 0
1 0 00 0 0 1 1 08:45 AM 0 0 0 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
0% 13% 1%HV% - - - - -
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 23 103 0 1 0 330 0 9 103 4 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- 0% - 6% 0% 3%11% 2% 0%
Peak
Hour
All 0 0 0
6 1 30 162 0 2
0 0 2 0 9 02 0 0 3 1 0
6 283 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 16 155 0 56 12 440 0
51 23716 0 1 0 6 20 3 20 0 0 3
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
26 0 0 0 7 30 1 14 0 0 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
32 0 0 0 5 00 3 43 3 0 11
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
15 0 0 0 6 10 0 12 0 0 1
0 4 0 24 0
7:15 AM 0 0 0 0
2 0 1 9 0 07:00 AM 0 0 0 0 0 2 6

UT LT TH RT UT LT
Rolling
One HourEastbound 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
5 0
0 2
0 0
1 0
4 1
2 0
N
N Aurora St
E Main St
E Main StN Aurora St
E Main St
N Aurora St
283TEV:

0.73PHF: 6
33 0
40 108
1 4
103
9 116
0 0
0 103
23 127
43 1
0 0
0 0
132
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 1 0
000 0 1 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
80 0 5 00 2
13 010 3 0
1 0
0 0
Peak Hour
0 8Count Total
0 3100 00 0 0 1
1 8
8:45 AM
0 0 0 0
7 8:30 AM
10 0 1 00 0
0 10
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
10 8:00 AM
600 2
0 0
7:45 AM
0 0 0 0
0 7:30 AM
40 0 3 00 17:15 AM 0
0 0
0 1 0
0 07:00 AM
RT
9 0
Interval
Start
E Main St E Main St N Aurora St N Aurora St
15-min
Total
Rolling
One Hour
1 0 0 0 2 00 1 2 0 0 3

RTTHLT RTTHLTRT
0 2 0 10 0
Peak Hour 0 0 0 0
0 0 3 2 0 0Count Total 0 0 0 0 0 1 2
0 80 0 0 0 0 00 0 0 0 0 0
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 0 0 0 00 0 1 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 00 0 0 0 0 1
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
1 0 0 0 0 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 10
82 1 4 0 1 1
3 8
Peak Hour 0 1 1 2 4 0 1
1 9 1 11 0 5Count Total 0 1 4 3 8 0
0 1 00 0 2 0 2 05:45 PM 0 0 1 0 1
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
0% 0% 1%HV% - - - - -
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 10 96 0 0 0 380 0 15 60 1 2
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 5% 0% 2%0% 2% 0%
Peak
Hour
All 0 0 0
8 4 20 177 0 1
0 0 2 0 4 01 0 0 0 1 0
5 227 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 31 132 0 63 11 447 0
77 22421 0 1 0 6 20 3 36 5 1 2
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
12 0 0 0 7 10 3 14 0 0 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
20 0 0 0 5 10 0 16 0 0 3
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
26 0 0 0 12 30 2 17 0 0 1
0 5 2 64 0
4:15 PM 0 0 0 0
1 1 4 31 0 04:00 PM 0 0 0 0 0 4 16

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 1
1 0
1 0
1 8
1 0
N
N Aurora St
E Main St
E Main StN Aurora St
E Main St
N Aurora St
227TEV:

0.83PHF: 5
38 0
43 97
0 1
60 15
76 0
0 0
96 10
108
55 2
0 0
0 0
75 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 1 0
000 0 1 0
0000
0 0
0 00
0 THLT
00002000
0 00
0 0
0 0 0
0 0 0
0 THLT
40 0 0 11 1
11 013 6 0
0 0
0 0
Peak Hour
0 0Count Total
0 5200 20 0 0 0
1 4
5:45 PM
0 1 0 0
5 5:30 PM
20 0 0 02 0
0 4
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
6 5:00 PM
100 0
2 0
4:45 PM
0 1 0 0
0 4:30 PM
10 0 0 01 04:15 PM 0
0 0
0 1 0
2 04:00 PM
RT
4 0
Interval
Start
E Main St E Main St N Aurora St N Aurora St
15-min
Total
Rolling
One Hour
1 0 0 0 2 00 0 1 0 0 0

RTTHLT RTTHLTRT
0 3 0 8 0
Peak Hour 0 0 0 0
0 0 0 4 0 0Count Total 0 0 0 0 0 0 1
1 21 0 0 0 0 00 0 0 0 0 0
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 00 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 00 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 2 00 0 0 0 0 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
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
200
181 18 25 63 89 30
51 20
Peak Hour 1 3 1 3 8 4 2
5 4 24 38 88 149Count Total 1 3 5 5 14 5
26 9 02 0 0 6 8 98:45 AM 1 1 0 0 2
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
0% 8% 0%HV% - 8% 0% 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 12 56 11 0 9 8625 0 23 20 29 2
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 22% 1% 0% 3%9% 0% 3%
Peak
Hour
All 0 12 12
39 2 14 83 15 0
0 2 1 0 8 00 1 0 1 0 0
4 301 0
HV 0 1 0 0 0
Count Total 0 24 20 38 0 40 40 11 144 11 481 0
79 30112 3 0 2 21 10 6 5 8 1 2
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
18 3 0 4 30 10 4 6 8 0 4
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
5 0 0 1 20 10 7 4 1 0 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
6 0 0 0 13 20 2 6 3 0 0
0 6 1 34 0
7:15 AM 0 4 4 1
3 0 1 6 2 07:00 AM 0 4 0 3 0 3 5

UT LT TH RT UT LT
Rolling
One HourEastbound 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
18 0
0 1
0 0
1 1
30 18
89 63
N
Webster St
23rd St
23rd StWebster St
23rd St
Webster St
301TEV:

0.86PHF: 4
86 9
99 97
0 29
20 23
72 32
0 11
56 12
81 136
2 25
12 12
49 36
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
220 1 1 0
320 1 4 0
0000
0 0
1 00
0 THLT
00000000
0 00
0 0
0 1 0
0 0 0
0 THLT
250 0 18 00 1
38 001 3 0
5 0
0 6
Peak Hour
0 24Count Total
0 25800 00 2 0 0
6 25
8:45 AM
0 1 0 0
22 8:30 AM
70 0 4 00 0
4 17
8:15 AM
0 0 0
0 0 2
0 0 0
1 0 0
13 8:00 AM
801 1
3 0
7:45 AM
0 0 0 0
0 7:30 AM
20 0 1 00 17:15 AM 0
0 0
0 3 0
0 07:00 AM
RT
8 0
Interval
Start
23rd St 23rd St Webster St Webster St
15-min
Total
Rolling
One Hour
0 0 0 2 1 00 2 0 1 0 1

RTTHLT RTTHLTRT
2 3 0 14 0
Peak Hour 0 1 0 0
1 0 1 2 2 0Count Total 0 1 0 0 0 2 0
2 80 0 0 0 0 00 0 0 1 0 0
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 2 0 00 0 0 0 0 1
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 00 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 2 00 0 0 0 0 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
371
565 10 24 131 108 76
127 104
Peak Hour 1 0 0 3 4 3 6
7 14 14 42 186 215Count Total 3 0 0 7 10 7
11 17 120 2 4 2 8 275:45 PM 0 0 0 0 0
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
0% 0% 0%HV% - 0% 0% 3% -
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 12 40 15 0 19 17930 0 22 47 25 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 2% 0% 1%0% 0% 0%
Peak
Hour
All 0 17 29
60 1 18 79 23 1
0 0 3 0 4 00 0 0 0 0 0
36 472 0
HV 0 0 0 1 0
Count Total 0 41 54 54 0 40 87 31 335 49 873 0
123 4728 5 0 6 42 110 5 12 7 1 8
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
6 3 0 8 49 130 6 14 3 0 0
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
12 4 0 3 37 50 4 11 10 0 1
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
9 1 1 5 47 20 5 16 7 0 1
2 37 0 90 0
4:15 PM 0 5 3 10
7 0 1 13 2 04:00 PM 0 4 6 7 0 6 5

UT LT TH RT UT LT
Rolling
One HourEastbound 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
9 1
0 5
0 2
3 1
76 56
108
131
N
Webster St
23rd St
23rd StWebster St
23rd St
Webster St
472TEV:

0.95PHF: 36
179
19 234
82 0
25 47
22 94
63 0
15 40
12 68
232
1 30
29 17
76 95
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
210 1 3 2
241 1 4 2
0020
2 0
0 01
0 THLT
01002000
0 10
1 0
0 0 1
0 0 0
0 THLT
240 1 9 00 5
42 001 13 0
2 0
0 2
Peak Hour
1 13Count Total
0 24800 40 0 0 0
5 23
5:45 PM
0 1 0 1
21 5:30 PM
60 0 4 00 0
5 18
5:15 PM
0 0 0
0 0 0
0 0 0
0 2 0
18 5:00 PM
701 3
3 0
4:45 PM
0 2 0 0
0 4:30 PM
30 0 1 00 14:15 PM 0
0 0
0 1 0
5 04:00 PM
RT
4 0
Interval
Start
23rd St 23rd St Webster St Webster St
15-min
Total
Rolling
One Hour
0 0 0 0 3 00 0 0 0 0 0

RTTHLT RTTHLTRT
2 5 0 10 0
Peak Hour 0 0 0 1
0 0 0 0 0 0Count Total 0 0 2 1 0 0 0
0 40 0 0 0 0 00 0 0 0 0 0
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 00 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 1 00 0 0 0 0 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 2 0 00 0 0 0 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
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 11
71 3 5 1 1 2
13 12
Peak Hour 0 2 3 1 6 0 1
1 3 4 8 3 1Count Total 0 2 3 2 7 0
0 0 00 0 1 0 1 08:45 AM 0 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
- 0% 3%HV% - - - - -
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 9 90 0 0 0 660 0 12 96 14 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% 11% 2%0% 2% 0%
Peak
Hour
All 0 0 0
19 0 16 131 0 0
0 0 0 1 6 02 0 0 0 3 0
9 296 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 23 151 0 102 17 459 0
54 27515 0 0 0 8 00 5 21 3 0 2
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
21 0 0 0 21 20 1 12 3 0 1
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
17 0 0 0 7 40 2 39 4 0 2
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
11 0 0 0 13 20 1 11 2 0 1
0 5 4 21 0
7:15 AM 0 0 0 0
0 0 1 3 0 07:00 AM 0 0 0 0 0 2 6

UT LT TH RT UT LT
Rolling
One HourEastbound 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
2 0
0 1
0 0
1 0
2 7
1 1
N
Union St
Main St
Main StUnion St
Main St
Union St
296TEV:

0.86PHF: 9
66 0
75 104
0 14
96 12
122
0 0
0 90
9 99
78 0
0 0
0 0
114
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 1 0
000 0 1 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
50 0 2 10 1
8 010 3 0
1 0
0 0
Peak Hour
0 3Count Total
0 3100 10 0 0 0
2 5
8:45 AM
0 0 0 0
4 8:30 AM
00 0 0 00 0
0 5
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
5 8:00 AM
300 1
1 0
7:45 AM
0 1 0 0
0 7:30 AM
10 0 1 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
6 0
Interval
Start
Main St Main St Union St Union St
15-min
Total
Rolling
One Hour
3 0 0 0 0 10 0 2 0 0 0

RTTHLT RTTHLTRT
0 1 1 7 0
Peak Hour 0 0 0 0
0 0 0 3 0 0Count Total 0 0 0 0 0 0 2
0 60 0 0 0 0 00 0 0 0 0 0
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 0 0 0 00 0 1 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 00 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 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 8
53 2 6 2 0 1
2 6
Peak Hour 0 0 5 1 6 0 1
3 6 2 11 3 0Count Total 0 0 6 1 7 0
0 0 00 0 0 0 0 05:45 PM 0 0 1 0 1
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
0% 17% 3%HV% - - - - -
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 12 108 0 0 0 760 0 13 63 15 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 1% 0% 2%0% 0% 0%
Peak
Hour
All 0 0 0
33 1 19 188 0 0
0 0 1 0 6 00 0 0 2 3 0
7 295 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 33 111 0 139 18 542 0
52 24712 0 0 0 13 10 4 10 8 0 4
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
25 0 0 0 10 30 10 16 3 0 0
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
33 0 0 0 15 20 4 15 1 0 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
25 0 0 0 19 00 4 16 8 1 4
0 21 3 68 0
4:15 PM 0 0 0 0
4 0 5 21 0 04:00 PM 0 0 0 0 0 1 13

UT LT TH RT UT LT
Rolling
One HourEastbound 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
2 0
0 1
2 0
1 0
1 5
0 2
N
Union St
Main St
Main StUnion St
Main St
Union St
295TEV:

0.95PHF: 7
76 0
83 123
0 15
63 13
91 0
0 0
108
12 121
90 1
0 0
0 0
82 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 1 0
000 2 1 0
0000
0 0
0 00
0 THLT
00000001
0 00
0 0
0 0 0
0 0 0
0 THLT
60 0 2 02 1
11 002 4 0
0 0
0 0
Peak Hour
0 2Count Total
0 5000 00 0 0 0
4 8
5:45 PM
0 2 0 0
5 5:30 PM
10 0 0 00 1
0 5
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
6 5:00 PM
301 0
1 0
4:45 PM
0 1 0 0
0 4:30 PM
10 0 0 01 04:15 PM 0
0 0
0 0 0
1 04:00 PM
RT
6 0
Interval
Start
Main St Main St Union St Union St
15-min
Total
Rolling
One Hour
3 0 0 0 1 00 0 0 0 0 2

RTTHLT RTTHLTRT
0 1 0 7 0
Peak Hour 0 0 0 0
0 0 2 4 0 0Count Total 0 0 0 0 0 0 0
1 11 0 0 0 0 00 0 0 0 0 0
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 00 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
1 0 0 0 0 00 0 0 0 0 1
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 00 0 0 0 0 1
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
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 15
40 0 0 4 3 4
4 7
Peak Hour 0 3 0 0 3 0 0
0 0 0 0 7 3Count Total 0 3 1 0 4 0
0 0 00 0 0 0 0 08:45 AM 0 0 1 0 1
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
- 0% 0%HV% - - - - -
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 3 7 0 0 0 110 0 9 122 5 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% - 2%0% 2% 20%
Peak
Hour
All 0 0 0
9 0 6 17 0 0
0 0 0 0 3 02 1 0 0 0 0
0 157 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 17 178 0 14 3 244 0
35 1323 0 0 0 2 30 3 22 2 0 0
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
1 0 0 0 3 00 0 19 2 0 1
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
4 0 0 0 4 00 2 44 1 0 1
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
4 0 0 0 0 00 1 9 0 0 2
0 0 0 12 0
7:15 AM 0 0 0 0
0 0 0 2 0 07:00 AM 0 0 0 0 0 1 9

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
4 4
3 4
N
Pilgrim St
Main St
Main StPilgrim St
Main St
Pilgrim St
157TEV:

0.7PHF: 0
11 0
11 12
0 5
122
9 136
0 0
0 7
3 10
20 0
0 0
0 0
125
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
0 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 0
8:45 AM
0 0 0 0
0 8:30 AM
00 0 0 00 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
3 0
Interval
Start
Main St Main St Pilgrim St Pilgrim St
15-min
Total
Rolling
One Hour
0 0 0 0 0 00 0 2 1 0 0

RTTHLT RTTHLTRT
0 0 0 4 0
Peak Hour 0 0 0 0
1 0 0 1 0 0Count Total 0 0 0 0 0 0 2
1 41 0 0 0 0 00 0 0 0 0 0
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 0 0 0 00 0 1 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 00 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 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 8
40 0 2 0 3 1
3 5
Peak Hour 0 0 0 0 0 0 2
5 0 0 5 3 6Count Total 0 0 0 0 0 0
0 0 00 0 0 0 0 15:45 PM 0 0 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
- 0% 0%HV% - - - - -
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 8 16 0 0 0 200 0 18 82 15 0
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 00 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
29 1283 0 0 0 4 00 3 16 1 0 2
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
1 0 0 0 1 20 6 24 2 0 1
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
3 0 0 0 4 40 2 19 2 0 3
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
6 0 0 0 6 00 7 24 5 0 4
0 1 0 26 0
4:15 PM 0 0 0 0
5 0 2 1 0 04:00 PM 0 0 0 0 0 3 14

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 2
1 4
3 0
N
Pilgrim St
Main St
Main StPilgrim St
Main St
Pilgrim St
164TEV:

0.79PHF: 5
20 0
25 31
0 15
82 18
115
0 0
0 16
8 24
38 0
0 0
0 0
95 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 2 0 0
000 2 3 0
0000
0 0
0 00
0 THLT
00000001
0 00
0 0
1 0 0
0 0 0
0 THLT
20 0 0 00 0
5 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 3000 00 0 0 0
2 4
5:45 PM
0 0 0 0
2 5:30 PM
00 0 0 00 0
1 2
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
2 5:00 PM
100 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
1 0 0
1 04:00 PM
RT
0 0
Interval
Start
Main St Main St Pilgrim St Pilgrim St
15-min
Total
Rolling
One Hour
0 0 0 0 0 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 0 0 0 0
Peak Hour 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 0 0
0 00 0 0 0 0 00 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 00 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 00 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 00 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
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 16
70 0 0 3 4 2
6 12
Peak Hour 0 7 20 19 46 0 0
0 0 0 0 3 6Count Total 0 14 39 36 89 0
0 0 10 0 0 0 0 08:45 AM 0 1 5 8 14
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
- 6% 2%HV% - - - - -
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 18 788 0 0 0 6620 0 35 103 64 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 3% 0% 3%6% 2% 5%
Peak
Hour
All 0 0 0
102 0 37 1,282 0 0
0 0 19 0 46 02 3 0 1 19 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
299 1,537135 0 0 0 113 20 7 24 11 0 7
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
223 0 0 0 163 20 10 19 14 0 0
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
212 0 0 0 166 10 4 37 17 0 10
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
107 0 0 0 108 10 2 9 7 0 4
0 59 1 168 0
7:15 AM 0 0 0 0
4 0 3 95 0 07:00 AM 0 0 0 0 0 1 5

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
2 7
4 3
N
Airport Way
Main St
Main StAirport Way
Main St
Airport Way
1,685TEV:

0.93PHF: 15
662
0 677
852
0 64
103
35 202
0 0
0 788
18 806
697
0 0
0 0
0 136
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
0 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 0
8:45 AM
0 0 0 0
0 8:30 AM
00 0 0 00 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
46 0
Interval
Start
Main St Main St Airport Way Airport Way
15-min
Total
Rolling
One Hour
19 0 0 0 19 00 2 2 3 0 1

RTTHLT RTTHLTRT
0 36 0 89 0
Peak Hour 0 0 0 0
7 0 1 38 0 0Count Total 0 0 0 0 0 5 2
14 485 0 0 0 8 00 0 0 1 0 0
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
4 0 0 0 9 00 0 1 0 0 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
5 0 0 0 6 00 0 0 1 0 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
3 0 0 0 8 00 0 0 1 0 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 35
90 0 3 6 11 9
20 18
Peak Hour 0 2 7 11 20 0 3
6 1 1 8 9 13Count Total 0 5 14 20 39 0
2 2 60 0 0 0 0 05:45 PM 0 1 2 2 5
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
0% 0% 1%HV% - - - - -
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 8 869 0 0 0 7490 0 41 78 61 2
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 1% 0% 1%0% 0% 3%
Peak
Hour
All 0 0 0
118 5 21 1,586 0 0
0 0 11 0 20 00 2 0 0 7 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
361 1,704153 0 0 0 168 00 7 21 11 0 1
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
227 0 0 0 200 80 5 25 11 1 1
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
230 0 0 0 189 30 10 14 12 0 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
204 0 0 0 172 50 13 26 10 1 6
0 164 7 420 0
4:15 PM 0 0 0 0
16 2 4 196 0 04:00 PM 0 0 0 0 0 12 19

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
2 1
9 9
11 6
N
Airport Way
Main St
Main StAirport Way
Main St
Airport Way
1,825TEV:

0.95PHF: 17
749
0 766
930
0 61
78 41
180
0 0
0 869
8 879
792
2 0
0 0
0 103
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 1 2 0
000 1 5 0
0000
0 0
0 00
0 THLT
01001001
0 00
0 0
0 1 0
0 0 0
0 THLT
30 0 0 00 0
8 000 1 0
0 0
0 0
Peak Hour
0 1Count Total
0 3000 00 0 0 0
2 5
5:45 PM
0 0 0 0
3 5:30 PM
00 0 0 00 0
1 3
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
5 5:00 PM
200 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
1 1 0
3 04:00 PM
RT
20 0
Interval
Start
Main St Main St Airport Way Airport Way
15-min
Total
Rolling
One Hour
7 0 0 0 11 00 0 0 2 0 0

RTTHLT RTTHLTRT
0 20 0 39 0
Peak Hour 0 0 0 0
5 0 0 14 0 0Count Total 0 0 0 0 0 0 0
5 182 0 0 0 2 00 0 0 1 0 0
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
1 0 0 0 3 00 0 0 1 0 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
3 0 0 0 5 00 0 0 0 0 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
1 0 0 0 2 00 0 0 1 0 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
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 22
132 0 2 3 0 6
8 16
Peak Hour 0 4 3 2 9 0 0
1 2 1 4 4 3Count Total 0 11 4 3 18 0
2 0 20 0 0 0 0 08:45 AM 0 1 0 0 1
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
- 18% 0%HV% - - - - -
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 17 17 0 0 0 330 0 9 172 12 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 3% 9% 3%0% 2% 0%
Peak
Hour
All 0 0 0
20 0 23 33 0 0
0 0 1 1 9 04 0 0 3 0 0
11 271 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 12 260 0 48 19 415 0
60 2577 0 0 0 6 40 1 33 5 0 4
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
4 0 0 0 12 60 1 31 2 0 3
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
2 0 0 0 7 10 2 55 5 0 2
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
4 0 0 0 5 10 0 15 1 0 1
0 0 1 16 0
7:15 AM 0 0 0 0
1 0 0 5 0 07:00 AM 0 0 0 0 0 0 9

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 2
0 0
0 0
6 13
0 3
N
Sierra Nevada St
Main St
Main StSierra Nevada St
Main St
Sierra Nevada St
271TEV:

0.87PHF: 11
33 0
44 29
0 12
172
9 193
0 0
0 17
17 34
42 0
0 0
0 0
200
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 1 0 0
1000
0 0
0 00
0 THLT
10000000
0 00
0 0
0 0 0
0 0 0
0 THLT
20 0 0 00 2
4 010 2 0
0 0
0 0
Peak Hour
0 0Count Total
0 1000 00 0 0 0
0 2
8:45 AM
0 0 0 0
2 8:30 AM
10 0 0 00 1
0 1
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
3 8:00 AM
100 1
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
2 07:00 AM
RT
9 0
Interval
Start
Main St Main St Sierra Nevada St Sierra Nevada St
15-min
Total
Rolling
One Hour
0 0 0 0 1 10 0 4 0 0 3

RTTHLT RTTHLTRT
0 2 1 18 0
Peak Hour 0 0 0 0
0 0 4 0 0 0Count Total 0 0 0 0 0 1 10
1 90 0 0 0 0 00 0 1 0 0 0
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 10 0 0 0 0 0
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 0 0 0 00 0 1 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 0 0 0 00 0 1 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 19
61 3 6 1 9 3
5 19
Peak Hour 0 3 0 0 3 0 2
3 5 3 11 5 13Count Total 0 5 0 0 5 0
0 0 10 1 1 0 2 15:45 PM 0 0 0 0 0
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
- 0% 0%HV% - - - - -
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 9 37 0 0 0 490 0 30 139 40 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 0% 0% 1%0% 2% 0%
Peak
Hour
All 0 0 0
68 1 20 78 0 2
0 0 0 0 3 03 0 0 0 0 0
32 336 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 49 267 0 91 65 641 0
73 31411 0 2 0 7 50 8 31 8 0 1
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
7 0 0 0 12 90 10 29 12 0 1
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
9 0 0 0 14 50 10 34 12 0 1
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
9 0 0 0 8 110 4 34 7 1 3
0 15 13 83 0
4:15 PM 0 0 0 0
9 0 5 13 0 04:00 PM 0 0 0 0 0 1 27

UT LT TH RT UT LT
Rolling
One HourEastbound 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
2 0
0 1
0 0
2 0
3 6
9 1
N
Sierra Nevada St
Main St
Main StSierra Nevada St
Main St
Sierra Nevada St
336TEV:

0.94PHF: 32
49 0
81 77
0 40
139
30 209
0 0
0 37
9 46
79 0
0 0
0 0
180
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 2 0
000 0 3 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
60 0 2 10 1
11 012 3 0
0 0
0 0
Peak Hour
0 2Count Total
0 8200 10 0 0 0
3 8
5:45 PM
2 1 0 0
6 5:30 PM
20 0 1 00 1
1 4
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
3 5:00 PM
200 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 2 0
0 04:00 PM
RT
3 0
Interval
Start
Main St Main St Sierra Nevada St Sierra Nevada St
15-min
Total
Rolling
One Hour
0 0 0 0 0 00 0 3 0 0 0

RTTHLT RTTHLTRT
0 0 0 5 0
Peak Hour 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 0 5
0 20 0 0 0 0 00 0 0 0 0 0
0 0 0 1 3
5:45 PM 0 0 0 0
0 0 0 0 0 0
1 3
5:30 PM 0 0 0 0 0 0 1
0 0 0 0 0 00 0 1 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 0 0 0 00 0 1 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 0 0 0 00 0 1 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
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 13
70 0 1 5 1 0
0 24
Peak Hour 0 10 27 29 66 0 1
1 0 2 3 7 3Count Total 0 27 57 63 147 0
1 0 10 0 0 0 0 08:45 AM 0 1 5 11 17
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
- 0% 4%HV% - - - - -
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 32 730 0 0 0 6480 0 115 122 209 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 4% 0% 4%3% 3% 1%
Peak
Hour
All 0 0 0
343 0 51 1,205 0 0
0 0 29 0 66 04 2 0 0 27 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
468 1,876202 0 0 0 162 50 19 24 44 0 12
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
163 0 0 0 159 30 30 33 53 0 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
151 0 0 0 152 50 22 50 56 0 9
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
96 0 0 0 102 20 13 10 25 0 4
0 113 0 261 0
7:15 AM 0 0 0 0
10 0 3 112 0 07:00 AM 0 0 0 0 0 16 7

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 1
0 0
0 7
1 5
N
Wilson Way
Main St
Main StWilson Way
Main St
Wilson Way
1,876TEV:

0.97PHF: 20
648
0 668
939
0 209
122
115
446
0 0
0 730
32 762
763
0 0
0 0
0 174
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 1
000 0 0 1
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 0 00 0
3 000 0 0
0 0
0 0
Peak Hour
0 2Count Total
0 1000 00 0 0 0
1 1
8:45 AM
0 0 0 0
2 8:30 AM
00 0 0 00 0
0 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
000 0
2 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
66 0
Interval
Start
Main St Main St Wilson Way Wilson Way
15-min
Total
Rolling
One Hour
27 0 0 0 29 00 4 4 2 0 0

RTTHLT RTTHLTRT
0 62 1 147 0
Peak Hour 0 0 0 0
4 0 1 56 0 0Count Total 0 0 0 0 0 14 9
17 665 0 0 0 11 00 0 1 0 0 0
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
5 0 0 0 7 00 0 2 0 0 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
9 0 0 0 5 00 3 1 1 0 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
10 0 0 0 7 00 1 1 1 0 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 18
00 0 0 9 8 1
2 9
Peak Hour 0 3 28 13 44 0 0
0 1 0 1 18 16Count Total 0 6 41 22 69 0
0 0 20 0 0 0 0 15:45 PM 0 1 4 1 6
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
- 0% 3%HV% - - - - -
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 27 936 0 0 0 9330 0 107 111 183 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - 1% 0% 2%1% 2% 0%
Peak
Hour
All 0 0 0
358 0 55 1,798 0 0
0 0 13 0 44 02 0 0 0 28 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
499 2,179205 0 0 0 187 60 29 21 40 0 11
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
231 0 0 0 215 70 29 30 53 0 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
248 0 0 0 238 50 18 27 46 0 11
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
241 0 0 0 243 140 28 24 44 0 4
0 218 6 543 0
4:15 PM 0 0 0 0
41 0 5 210 0 04:00 PM 0 0 0 0 0 38 25

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
1 0
8 9
N
Wilson Way
Main St
Main StWilson Way
Main St
Wilson Way
2,326TEV:

0.97PHF: 29
933
0 962
1,119
0 183
111
107
401
0 0
0 936
27 963
1,040
0 0
0 0
0 167
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
1 000 1 0
0 0
0 0
Peak Hour
0 0Count Total
0 1000 00 0 0 0
0 1
5:45 PM
0 0 0 0
1 5:30 PM
10 0 0 00 1
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 5:00 PM
000 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
0 04:00 PM
RT
44 0
Interval
Start
Main St Main St Wilson Way Wilson Way
15-min
Total
Rolling
One Hour
28 0 0 0 13 00 1 2 0 0 0

RTTHLT RTTHLTRT
0 22 0 69 0
Peak Hour 0 0 0 0
0 0 0 41 0 0Count Total 0 0 0 0 0 1 5
6 244 0 0 0 1 00 0 1 0 0 0
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
4 0 0 0 4 00 0 1 0 0 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
7 0 0 0 4 00 0 0 0 0 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
11 0 0 0 3 00 0 1 0 0 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
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
769TEV:

0.92PHF:

Market St
Main St
0 482
0 0
0 0
0 1
34 8
0 0
0 34
0 5
440
276
440
0 0
0 0
0 0
Main St
2 2
0 0
0 1
1 0
0 Main St
Locust St
0 Market St
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
0 0 1 0 02 0 0 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 00 0
0 1
6 0 0 0 0 0 0 1 0 0
Total EB WB NB NEBSB
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
TotalStart EB WB NB SB NEB 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
00 8 0 0 0 0
8:30 AM 0 3 0 2 6
00 8:45 AM 0 1 0 0 1
00 00
Count Total 0 23 0 7 23 0 0 0
32 0 0 0Peak Hr 0 12 0 4 16
00 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
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 00 0 00 0
0 0 0 0 0 0 0 0 0 00 0
0 0 0 0 0 0
0 0
0 0
0 0 0 0 0 0 0 0 0 0 0 00 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 0
0 0 0 0 0 12 0 0 0 0 0 0 1 3 12

LT TH RT LT BL TH HL LT TH LT TH BR HL BL BRUTHR
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 00 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

RTUT RTUT RT
0 00 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
03 0
6 7:30 AM 0 0
00 00 00 0
0 00 00
0 0
7:45 AM 0 0 0
0 0
0 0
8 8:00 AM 0
02 0
7 0 0 0 0 0 3 0 0 0 0 0 0 0 1 2
0 0
0 0
00 00 00 0
0 00 00 0
0 00 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
02 0
200 00 00 0
8:15 AM
0 00 0Count Total 0 0 0
0 0
53 Peak Hour 0
07 0
32 Interval Start
Main St Main St Locust St Market St Market St
04 00 00 0
RT UT
15-min
Total
Rolling
Eastbound Westbound Northbound Southbound Northeastbound One UT
7:00 AM 0
HourHRRT UTRT UT
0 00 00 00 0 0 0 0 0 0 0 00
7:15 AM 0 0 0
00 0
000 0
0 00 07:30 AM 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 7:45 AM 0 0 0
00 00 0
8:00 AM 0
000 00 0
0 00 00 0
0 0 0 0 0 0
0 0
0 8:15 AM 0 0 0
00 0
000 0
0 00 08:30 AM 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
8:45 AM 0 0 0
00 00 0
000 00 00 0 0 0 0 0 0 0 0
00 00 0 00
00 0Count Total 0
Peak Hour 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
871TEV:

0.94PHF:

Market St
Main St
0 399
0 0
0 0
0 4
27 8
0 0
0 27
0 1
364
461
363
0 0
0 1
0 0
Main St
4 3
4 0
0 0
4 0
2 Main St
Locust St
0 Market St
1 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
1 0 2 0 04 0 1 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 01 0
2 2
2 0 1 0 0 0 2 0 3 3
Total EB WB NB NEBSB
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
TotalStart EB WB NB SB NEB 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
00 2 0 1 0 0
5:30 PM 0 1 0 0 0
11 5:45 PM 0 1 0 0 3
00 10
Count Total 0 7 0 1 14 3 0 0
13 0 2 0Peak Hr 0 4 0 1 8
52 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
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 00 0 00 0
0 0 0 0 0 0 0 0 0 00 0
0 0 0 0 0 0
0 0
0 0
0 0 1 0 0 0 0 0 0 0 0 00 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 00 00 0
0 0 0 0 0 3 0 0 0 0 0 0 0 1 7

LT TH RT LT BL TH HL LT TH LT TH BR HL BL BRUTHR
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 00 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

RTUT RTUT RT
0 00 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
00 0
2 4:30 PM 0 0
00 00 00 0
0 10 00
0 0
4:45 PM 0 0 0
0 0
0 0
2 5:00 PM 0
00 0
6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
0 0
0 0
00 00 01 0
0 00 00 0
0 00 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
00 0
400 00 00 0
5:15 PM
0 01 0Count Total 0 0 0
0 0
22 Peak Hour 0
01 0
13 Interval Start
Main St Main St Locust St Market St Market St
01 00 01 0
RT UT
15-min
Total
Rolling
Eastbound Westbound Northbound Southbound Northeastbound One UT
4:00 PM 0
HourHRRT UTRT UT
0 00 00 00 0 0 0 0 0 0 0 00
4:15 PM 0 0 0
00 0
100 0
0 00 04:30 PM 0 0 0 0 0 0 0 0 0 0 1
0 0 0 0
0 4:45 PM 0 0 0
01 00 0
5:00 PM 0
100 00 0
0 00 00 0
0 0 0 0 0 0
0 0
0 5:15 PM 0 0 0
00 0
101 0
0 00 05:30 PM 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
5:45 PM 0 0 0
00 00 0
100 00 00 0 0 0 0 1 0 0 0
00 00 0 30
50 0Count Total 0
Peak Hour 1
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 11
20 0 0 1 4 4
5 2
Peak Hour 10 9 2 0 21 0 0
0 0 1 1 2 8Count Total 16 19 6 0 41 0
2 0 00 0 0 1 1 18:45 AM 1 1 0 0 2
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
- 4% -HV% - 0% 4% 0% -
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 23 0 30 0 0 018 0 16 406 2 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
3% - - - 0% 3%0% 2% 0%
Peak
Hour
All 0 3 239
3 0 35 0 51 0
0 0 0 0 21 09 0 0 1 0 1
9 746 0
HV 0 0 10 0 0
Count Total 0 6 360 31 0 27 651 0 1 15 1,180 0
121 6730 4 0 0 0 30 5 66 1 0 2
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 0 0 0 20 4 89 2 0 3
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 16 0 0 0 20 4 110 0 0 8
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 5 0 0 0 00 3 53 0 0 3
0 0 2 61 0
7:15 AM 0 0 21 1
0 0 2 0 5 07:00 AM 0 1 20 3 0 1 27

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
4 2
4 1
N
B St
Main St
Main StB St
Main St
B St
746TEV:

0.93PHF: 9
0 0
9 5
0 2
406
16 424
269
0 30
0 23
53 34
0 18
239
3 260
438
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
1 000 0 0
0 0
0 1
Peak Hour
0 1Count Total
0 1100 00 0 0 0
0 0
8:45 AM
0 0 0 0
0 8:30 AM
00 0 0 00 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
21 0
Interval
Start
Main St Main St B St B St
15-min
Total
Rolling
One Hour
0 1 0 0 0 00 0 9 0 0 1

RTTHLT RTTHLTRT
0 0 0 41 0
Peak Hour 0 0 10 0
0 0 1 0 5 0Count Total 0 0 16 0 0 0 19
2 190 0 0 0 0 00 0 1 0 0 0
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 0 0 0 00 0 3 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 0 0 0 00 0 2 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 1 0 0 0 00 0 3 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 5
11 1 3 0 3 1
3 5
Peak Hour 6 2 0 1 9 1 0
1 2 2 6 2 4Count Total 9 6 0 1 16 1
0 0 10 0 0 0 0 15:45 PM 1 2 0 0 3
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
- 0% 0%HV% - 0% 2% 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 28 2 38 0 1 232 0 15 311 1 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 0% 7% 1%0% 1% 0%
Peak
Hour
All 0 5 392
3 0 48 2 89 0
0 0 0 1 9 02 0 0 0 0 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
192 8120 9 0 0 2 40 9 73 0 0 6
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 14 0 0 0 60 3 92 1 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 5 0 0 1 00 4 79 0 0 5
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
1 12 0 1 1 80 3 79 1 0 9
1 0 3 200 0
4:15 PM 0 1 97 10
0 0 4 0 23 04:00 PM 0 4 81 7 0 4 73

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
1 0
0 0
0 0
1 1
3 0
N
B St
Main St
Main StB St
Main St
B St
841TEV:

0.94PHF: 14
2 1
17 8
0 1
311
15 327
431
0 38
2 28
68 49
0 32
392
5 429
353
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
001 0 0 0
001 0 1 0
0000
0 0
0 00
0 THLT
00000001
0 01
0 0
0 0 0
0 0 0
0 THLT
31 0 0 10 0
6 020 1 1
0 1
0 0
Peak Hour
0 0Count Total
0 3000 00 0 0 0
2 5
5:45 PM
0 1 0 0
3 5:30 PM
00 0 0 00 0
1 3
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
3 5:00 PM
210 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
1 04:00 PM
RT
9 0
Interval
Start
Main St Main St B St B St
15-min
Total
Rolling
One Hour
0 0 0 0 0 10 0 2 0 0 0

RTTHLT RTTHLTRT
0 0 1 16 0
Peak Hour 0 0 6 0
0 0 0 0 0 0Count Total 0 0 9 0 0 1 5
3 90 0 0 0 0 00 1 1 0 0 0
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 0 0 0 00 0 1 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 00 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 0 0 0 10 0 1 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

ATTACHMENT B
www.idaxdata.com

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
4 0
3 0
0 42
0 397
243
370
0 9
0 18
0 0
0 E Lafayette St
0 Main St
767TEV:

0.91PHF:

E Lafayette St
Main St
44 26
10 4
0 0
13 17
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
www.idaxdata.com
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 00 0 0 0 00 0 0 0 0 0 0 0 0 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 00 0 0 0 0 0 0 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 LT BL TH RT HRUT HL LT TH BR
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
0 2 0 3Count Total 21 23 1 0 0
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
0% 0%- - 0% 0%HV% - 0% 0% 5% - 0% - - 6% 4% 0% - - 0% -0% 0% 0% 6% - - 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 26 0 0 0 0 7 58 3 0 0 0 0 0 0 0 5 2Count Total 0 5 58 340 0 9 0 0 25 592 11 0 0 27 7 14 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 2 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 18:30 AM 0 2 3 75 0 3 0 0 3 88 3 0 0 1 1 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 10 0 0 0 0
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 3 0 0 0 0 0 0 0 00 0 0 0 0
00 1 00
0 03
7:00 AM 0 0 2 23 0 0 0
1 0 0 01 51 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

BL THHR UT HL
Interval Start
Main St Main St
Eastbound Westbound
LT TH
C St
1 1 1 00 0 0 24 0 0
BL TH
Northbound Southbound Northwestbound Southeastbound

BR HRRT UT HL
0 0 0
One

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

ATTACHMENT B
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1 2
3 4
5 6
7 8
9 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
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Hour
Rolling
One
Hour
Rolling
One
Pedestrians (Crossing Leg)
Rolling
Hour
One
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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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
3 0
4 0
0 11
1 355
408
318
0 9
0 25
3 0
0 E Lafayette St
0 Main St
868TEV:

0.98PHF:

E Lafayette St
Main St
46 43
4 0
0 0
11 31
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 00 0 0 0 10 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 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 00 0 0 0 0 0 0 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 LT BL TH RT HRUT HL LT TH BR
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
0 0 4 8Count Total 9 6 0 0 0
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
0% 0%- - 0% 0%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 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 61 0 0 1 0 6 27 6 0 0 0 0 0 0 0 5 11Count Total 0 13 61 734 0 16 0 0 47 613 13 7 0 25 2 8 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 11 0 0 0 0 1 4 0 0 0 0 0 0 0 0 1 15:30 PM 0 3 9 89 0 3 0 0 9 77 2 1 0 1 1 0 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
2 30 0 0 0 0
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 2 2 0 0 0 0 0 0 0 00 0 0 1 0
00 4 20
1 15
4:00 PM 0 1 6 93 0 3 2
5 0 0 15 77 0 0 0
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

BL THHR UT HL
Interval Start
Main St Main St
Eastbound Westbound
LT TH
C St
0 1 8 00 0 3 71 1 0
BL TH
Northbound Southbound Northwestbound Southeastbound

BR HRRT UT HL
0 0 1
One

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

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

ATTACHMENT B
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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
00 0 0 0 0 0
1 0
Peak Hr 10 13 0 1 24 0 0
0 0 0 1 1 0Count Total 25 22 0 1 48 1
0 0 00 0 0 0 0 08:45 AM 1 1 0 0 2
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 0 6 00 0 0 402 5 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - 0% - 14% 4%- 3% 20%
Peak
Hour
All 0 3 262
6 0 0 0 0 0
0 0 0 1 24 012 1 0 0 0 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
115 6300 0 0 0 0 10 0 74 1 0 0
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 0 2 0 20 0 83 1 0 0
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 0 3 0 10 0 101 0 0 0
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 0 0 0 10 0 56 0 0 0
1 0 1 46 0
7:15 AM 0 1 26 0
0 0 0 0 0 07:00 AM 0 0 22 0 0 0 22
Rolling
One HourEastbound 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

TH RTUT LT TH RT UT LT
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
685TEV:

0.91PHF: 7
6 13
8 0
5 402 407
268
0 262
3265
409
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 00 0 0 0 0 0Peak Hour 0 0 0 0 0
0 0 0 0 1 0Count Total 1 0 0 0 0 0 0 0
00 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
0 0 0 0 0 08:15 AM 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 HourEastbound
0 0 0 0 0 10 0 12 1 0 0
0 0 1 48 0
Peak Hour 0 0 10 0
1 0 0 0 0 0Count Total 0 0 25 0 0 0 21
2 220 0 0 0 0 00 0 1 0 0 0
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 0 0 0 10 0 3 1 0 0
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 0 0 0 00 0 3 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 0 0 0 00 0 4 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 HourEastbound Westbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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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
3 5
1 0
0 0
0 0
9 1
00 0 0 0 0 1
5 0
Peak Hr 8 4 0 0 12 0 0
1 0 0 2 4 0Count Total 11 9 0 0 20 1
0 0 00 0 0 0 0 05:45 PM 2 3 0 0 5
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 0 8 00 0 0 355 15 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - 0% - 0% 1%- 1% 0%
Peak
Hour
All 0 9 426
28 0 0 0 0 0
0 0 0 0 12 04 0 0 0 0 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
174 7760 0 0 1 0 10 0 82 2 0 0
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 0 2 0 20 0 95 5 0 0
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 0 3 0 10 0 80 3 0 0
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 0 1 0 30 0 84 4 0 0
1 0 2 184 0
4:15 PM 0 0 103 0
3 0 0 0 0 04:00 PM 0 2 98 0 0 0 78
Rolling
One HourEastbound 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

TH RTUT LT TH RT UT LT
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
821TEV:

0.94PHF: 8
8 16
24 0
15 355 370
434
0 426
9435
363
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 00 0 0 0 0 0Peak Hour 0 0 0 0 0
0 0 0 0 2 0Count Total 0 1 0 0 0 1 0 0
10 0 0 0 0 0
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
0 0 0 0 0 05:15 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
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 HourEastbound
0 0 0 0 0 00 0 4 0 0 0
0 0 0 20 0
Peak Hour 0 0 8 0
0 0 0 0 0 0Count Total 0 0 11 0 0 0 9
5 130 0 0 0 0 00 0 3 0 0 0
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 00 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 0 0 0 00 0 1 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 0 0 0 00 0 1 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 HourEastbound Westbound
Project Manager: (415) 310-6469 [email protected]

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

Total
2 1
4 1
0 0
3 0
11 4
10 0 0 0 1 2
5 3
Peak Hour 10 13 0 1 24 0 0
0 0 0 0 1 2Count Total 20 24 0 3 47 0
0 0 00 0 0 0 0 08:45 AM 1 1 0 1 3
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 0 0 10 0 28 31 1 11 372 42 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 0% 10% 3%0% 3% 0%
Peak
Hour
All 0 16 231
59 0 1 2 18 0
0 0 0 1 24 013 0 0 0 0 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
114 6591 0 0 7 3 20 1 63 3 0 0
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 2 0 9 1 00 1 76 10 0 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 0 8 0 20 1 88 12 0 0
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 0 1 0 10 0 52 5 0 0
3 0 0 51 0
7:15 AM 0 2 25 0
4 0 0 0 1 07:00 AM 0 0 25 0 0 0 18

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
2 1
1 0
N
E St
Main St
Main StMarsh St
Main St
E St
725TEV:

0.84PHF: 10
3 28
41 58
0 42
372
11 426
270
1 10
0 0
10 15
0 1
231
16 248
382
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
0 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 0
8:45 AM
0 0 0 0
0 8:30 AM
00 0 0 00 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
24 0
Interval
Start
Main St Main St Marsh St E St
15-min
Total
Rolling
One Hour
0 0 0 0 0 10 0 13 0 0 0

RTTHLT RTTHLTRT
1 0 2 47 0
Peak Hour 0 0 10 0
2 0 0 0 0 0Count Total 0 0 20 0 0 0 22
3 230 0 0 0 0 10 0 1 0 0 0
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 0 0 0 00 0 5 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 0 0 0 00 0 2 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 0 0 0 00 0 4 2 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 7
52 0 2 0 1 1
6 9
Peak Hour 7 3 1 1 12 0 0
0 2 1 3 1 1Count Total 9 10 1 3 23 0
0 0 00 0 0 0 0 05:45 PM 1 3 0 1 5
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
- 25% 0%HV% - 0% 2% - -
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 4 3 18 0 51 80 0 18 317 37 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 2% 0% 0% 1%0% 1% 0%
Peak
Hour
All 0 6 404
73 0 4 5 23 0
0 1 0 0 12 03 0 0 1 0 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
175 8150 2 0 5 6 10 2 69 4 0 0
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 3 0 15 2 70 6 91 8 0 2
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
1 5 0 18 3 60 3 71 10 0 0
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 2 0 8 2 30 0 73 9 0 0
12 2 2 195 0
4:15 PM 0 1 84 0
9 0 0 2 1 04:00 PM 0 5 88 0 0 4 70

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
2 0
0 0
0 0
1 5
1 0
N
E St
Main St
Main StMarsh St
Main St
E St
891TEV:

0.92PHF: 25
8 51
84 46
0 37
317
18 372
473
0 18
3 4
25 26
0 0
404
6 410
346
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
22 0 0 00 0
3 000 0 2
0 0
0 0
Peak Hour
1 0Count Total
0 3000 00 0 0 0
1 3
5:45 PM
0 0 0 1
2 5:30 PM
22 0 0 00 0
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 5:00 PM
000 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
0 04:00 PM
RT
12 0
Interval
Start
Main St Main St Marsh St E St
15-min
Total
Rolling
One Hour
0 0 0 1 0 00 0 3 0 0 1

RTTHLT RTTHLTRT
2 1 0 23 0
Peak Hour 0 0 7 0
3 0 1 0 0 0Count Total 0 0 9 0 0 0 7
5 130 0 0 0 1 00 0 2 1 0 0
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 00 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 00 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 0 1 0 00 0 1 2 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
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 16
51 0 1 5 2 4
8 5
Peak Hour 10 13 1 0 24 0 0
0 1 0 1 5 5Count Total 20 26 1 0 47 0
0 2 00 0 0 0 0 08:45 AM 1 1 0 0 2
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
- - 0%HV% - 8% 3% - -
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 2 13 0 5 40 0 18 386 10 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
8% - 0% 0% 0% 3%0% 3% 0%
Peak
Hour
All 0 13 262
13 0 1 5 24 0
0 0 0 0 24 013 0 0 0 0 1
3 716 0
HV 0 1 9 0 0
Count Total 0 24 398 0 0 30 577 7 10 3 1,092 0
109 6430 2 0 0 4 00 1 59 2 0 1
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
1 0 0 0 0 10 6 88 2 0 0
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 8 0 2 3 00 4 90 3 0 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
1 4 0 1 0 00 2 49 0 0 0
0 0 0 54 0
7:15 AM 0 0 25 0
1 0 0 0 1 07:00 AM 0 4 25 0 0 2 21

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
1 0
0 0
4 5
2 5
N
F St
Main St
Main StAlma St
Main St
F St
716TEV:

0.92PHF: 3
4 5
12 25
0 10
386
18 414
280
0 13
2 0
15 22
0 0
262
13 275
389
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 0 01 0
1 001 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 1000 00 0 0 0
0 1
8:45 AM
0 0 0 0
1 8:30 AM
00 0 0 00 0
1 1
8:15 AM
1 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
24 0
Interval
Start
Main St Main St Alma St F St
15-min
Total
Rolling
One Hour
0 1 0 0 0 00 0 13 0 0 0

RTTHLT RTTHLTRT
0 0 0 47 0
Peak Hour 0 1 9 0
0 0 0 0 1 0Count Total 0 1 19 0 0 1 25
2 220 0 0 0 0 00 0 1 0 0 0
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 0 0 0 00 0 5 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 1 0 0 0 00 0 2 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 0 0 0 00 0 6 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 6
52 1 5 1 0 0
0 13
Peak Hour 8 2 0 0 10 2 0
2 3 1 10 2 0Count Total 11 9 0 0 20 4
0 0 00 1 1 0 2 15:45 PM 1 3 0 0 4
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
- 0% -HV% - 0% 2% 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 2 0 17 0 17 21 1 30 316 12 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 0% 0% 1%0% 1% 0%
Peak
Hour
All 0 13 434
24 0 2 3 37 0
0 0 0 0 10 02 0 0 0 0 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
171 7741 7 0 1 0 00 9 62 0 0 0
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 3 0 4 1 00 5 84 3 0 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
0 1 0 7 1 21 9 72 4 0 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
1 3 0 9 0 10 6 71 5 0 0
8 0 0 194 0
4:15 PM 0 1 90 0
5 0 0 0 3 04:00 PM 0 2 99 0 0 5 72

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 1
1 0
1 0
0 0
0 5
0 1
N
F St
Main St
Main StAlma St
Main St
F St
848TEV:

0.91PHF: 3
2 17
22 25
0 12
316
30 359
469
1 17
0 2
19 33
0 1
434
13 448
321
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
020 0 0 0
040 1 1 0
0010
0 0
0 01
1 THLT
00000001
0 00
0 0
0 0 0
0 0 0
0 THLT
51 1 0 01 0
10 001 0 2
0 0
0 0
Peak Hour
1 0Count Total
0 5210 00 0 0 0
0 4
5:45 PM
0 0 0 0
5 5:30 PM
21 0 0 00 0
1 4
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
5 5:00 PM
101 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
10 0 0 00 04:15 PM 0
0 0
0 0 0
2 04:00 PM
RT
10 0
Interval
Start
Main St Main St Alma St F St
15-min
Total
Rolling
One Hour
0 0 0 0 0 00 0 2 0 0 0

RTTHLT RTTHLTRT
0 0 0 20 0
Peak Hour 0 0 8 0
0 0 0 0 0 0Count Total 0 0 11 0 0 0 9
4 110 0 0 0 0 00 0 3 0 0 0
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 00 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 00 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 0 0 0 00 0 3 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
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 29
20 0 2 13 7 7
8 4
Peak Hour 10 20 1 10 41 1 1
1 0 0 3 21 9Count Total 26 51 2 48 127 2
1 1 01 0 0 0 1 08:45 AM 4 6 0 9 19
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
- 0% 2%HV% - 2% 4% 0% -
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 12 49 5 0 242 264 0 5 358 250 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 4% 0% 2% 3%20% 3% 3%
Peak
Hour
All 0 55 220
450 0 20 98 8 0
0 9 0 1 41 011 8 0 0 1 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
241 1,19510 2 0 56 5 130 0 48 50 0 3
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
14 0 0 74 7 110 1 75 81 0 5
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
19 1 0 43 10 110 0 89 71 0 2
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
14 0 0 39 3 110 0 48 53 0 0
37 3 7 148 0
7:15 AM 0 11 22 0
42 0 1 6 0 07:00 AM 0 6 26 0 0 0 20

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 1
0 0
7 2
7 13
N
Filbert St
Main St
Main StFilbert St
Main St
Filbert St
1,280TEV:

0.98PHF: 54
26 242
322
354
0 250
358
5 613
467
0 5
49 12
66 35
0 4
220
55 279
424
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 0 1
020 0 0 1
0000
0 0
0 00
0 THLT
00000000
0 10
0 0
0 0 0
0 0 0
0 THLT
20 0 0 00 0
3 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 3100 00 1 0 0
1 2
8:45 AM
0 0 0 0
1 8:30 AM
00 0 0 00 0
1 1
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
41 0
Interval
Start
Main St Main St Filbert St Filbert St
15-min
Total
Rolling
One Hour
1 0 0 9 0 10 1 11 8 0 0

RTTHLT RTTHLTRT
39 2 7 127 0
Peak Hour 0 1 9 0
30 0 1 1 0 0Count Total 0 3 23 0 0 1 20
19 540 0 0 9 0 00 0 2 4 0 0
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
1 0 0 3 0 00 0 3 2 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 0 0 0 00 0 1 2 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 0 5 1 40 0 6 10 0 0
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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 10
50 0 2 0 1 4
9 12
Peak Hour 3 11 0 6 20 2 0
0 0 2 8 1 4Count Total 10 21 0 12 43 6
0 5 21 0 0 0 1 15:45 PM 2 4 0 0 6
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
- 0% 0%HV% - 2% 1% 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 17 49 10 0 390 3516 0 2 304 237 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 2% 0% 0% 1%0% 1% 3%
Peak
Hour
All 0 55 373
451 0 32 89 19 0
0 6 0 0 20 04 7 0 0 0 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
324 1,4056 2 0 74 9 130 0 74 48 0 2
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
10 2 0 88 12 160 2 87 56 0 6
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
13 1 0 100 11 240 0 71 60 0 4
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
10 1 0 92 6 140 0 76 50 0 4
95 8 13 393 0
4:15 PM 0 12 94 3
66 0 5 15 3 04:00 PM 0 14 96 5 0 1 72

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
4 5
1 0
N
Filbert St
Main St
Main StFilbert St
Main St
Filbert St
1,559TEV:

0.95PHF: 71
35 390
496
341
0 237
304
2 543
773
0 10
49 17
76 53
0 16
373
55 444
392
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
020 0 0 0
141 0 0 0
0000
0 0
0 01
1 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
20 0 0 00 0
8 010 0 0
0 0
0 0
Peak Hour
0 1Count Total
0 6100 00 1 0 0
0 5
5:45 PM
0 0 0 0
6 5:30 PM
50 0 1 10 0
0 2
5:15 PM
0 0 0
1 1 1
0 0 0
0 0 0
2 5:00 PM
000 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
10 0 0 00 04:15 PM 0
0 0
0 0 0
0 04:00 PM
RT
20 0
Interval
Start
Main St Main St Filbert St Filbert St
15-min
Total
Rolling
One Hour
0 0 0 6 0 00 0 4 7 0 0

RTTHLT RTTHLTRT
11 1 0 43 0
Peak Hour 0 1 2 0
12 0 0 0 0 0Count Total 0 1 9 0 0 0 9
6 230 0 0 0 0 00 0 3 1 0 0
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 1 0 00 0 0 2 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 3 0 00 0 0 1 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 0 0 0 00 0 2 2 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
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 10
00 0 4 1 2 7
8 1
Peak Hour 17 20 0 1 38 1 3
4 0 0 5 3 3Count Total 60 52 1 2 115 1
0 0 00 0 0 0 0 08:45 AM 11 5 0 1 17
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
- 0% 0%HV% 0% 0% 4% 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 9 2 6 0 5 214 0 13 581 12 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 20% 0% 0% 3%0% 3% 0%
Peak
Hour
All 4 15 420
21 0 12 5 12 0
0 1 0 0 38 020 0 0 0 0 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
180 1,0230 3 0 1 0 10 2 88 3 0 1
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 0 1 0 00 3 160 2 0 4
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
2 1 0 1 0 30 1 145 4 0 1
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 0 0 0 00 0 93 2 0 1
1 0 1 124 0
7:15 AM 0 2 58 2
0 0 1 1 3 07:00 AM 0 1 53 1 0 0 62

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 1
2 0
7 0
2 1
N
Burkett Ave
Main St
Main StBurkett Ave
Main St
Burkett Ave
1,096TEV:

0.95PHF: 13
2 5
20 29
0 12
581
13 606
431
0 6
2 9
17 29
0 14
420
15 453
607
4 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 2 1
010 0 3 1
0000
0 0
0 00
0 THLT
00000000
0 10
0 0
0 0 1
0 0 0
0 THLT
40 0 0 00 0
5 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 3000 00 0 0 0
1 4
8:45 AM
0 0 0 0
4 8:30 AM
00 0 0 00 0
2 4
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
100 0
1 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
1 0
0 1 0
0 07:00 AM
RT
38 0
Interval
Start
Main St Main St Burkett Ave Burkett Ave
15-min
Total
Rolling
One Hour
0 0 0 1 0 00 0 20 0 0 0

RTTHLT RTTHLTRT
1 0 1 115 0
Peak Hour 0 0 17 0
0 0 0 0 1 0Count Total 0 1 59 0 0 0 52
17 500 0 0 0 0 10 0 5 0 0 0
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 0 0 0 00 0 7 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 0 0 0 00 0 3 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 0 0 0 00 0 17 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 6
30 0 4 0 0 3
10 6
Peak Hour 12 7 1 0 20 2 2
4 0 1 11 0 0Count Total 19 17 3 0 39 6
0 2 12 1 0 1 4 05:45 PM 1 2 1 0 4
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
- 0% 50%HV% 0% 0% 2% 3% -
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 8 2 16 0 5 030 0 11 528 11 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% - 0% 1%0% 1% 0%
Peak
Hour
All 4 13 699
18 0 16 2 25 0
0 0 0 0 20 07 0 0 0 1 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
290 1,2270 2 0 0 0 10 4 114 0 0 4
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
1 7 0 0 0 30 3 140 6 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 3 0 2 0 20 0 125 2 0 0
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 2 0 3 0 10 5 122 0 0 1
1 0 2 334 0
4:15 PM 1 4 163 8
5 0 2 0 3 04:00 PM 0 1 164 17 0 2 137

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 1
1 0
3 3
0 0
N
Burkett Ave
Main St
Main StBurkett Ave
Main St
Burkett Ave
1,334TEV:

0.93PHF: 7
0 5
12 26
0 11
528
11 550
720
0 16
2 8
26 41
0 30
699
13 746
547
4 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
020 0 1 1
060 0 3 1
0010
0 0
0 01
1 THLT
00000001
0 00
0 0
0 0 0
0 0 0
0 THLT
40 0 0 00 0
11 000 0 0
0 0
1 0
Peak Hour
1 0Count Total
0 5400 00 2 0 0
0 2
5:45 PM
0 0 0 0
4 5:30 PM
10 0 0 00 0
0 4
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
6 5:00 PM
100 0
2 0
4:45 PM
0 0 0 0
0 4:30 PM
10 0 0 00 04:15 PM 0
1 0
0 0 1
2 04:00 PM
RT
20 0
Interval
Start
Main St Main St Burkett Ave Burkett Ave
15-min
Total
Rolling
One Hour
1 0 0 0 0 00 0 7 0 0 0

RTTHLT RTTHLTRT
0 0 0 39 0
Peak Hour 0 0 11 1
0 0 1 1 1 0Count Total 0 0 18 1 0 0 17
4 220 0 0 0 0 00 0 2 0 0 1
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
1 0 0 0 0 00 0 2 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 00 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 0 0 0 00 0 4 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
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 13
20 0 3 3 1 7
9 3
Peak Hour 18 21 0 0 39 0 3
4 0 1 5 3 1Count Total 62 54 1 0 117 0
0 1 00 0 0 0 0 08:45 AM 12 6 0 0 18
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
- 0% 0%HV% - 0% 4% 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 9 1 5 0 2 05 0 4 597 5 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% - 0% 4%0% 3% 20%
Peak
Hour
All 0 2 426
7 0 17 1 7 0
0 0 0 0 39 020 1 0 0 0 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
181 9900 0 0 1 0 00 1 92 1 0 0
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 2 0 0 0 00 1 163 2 0 3
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
1 2 0 0 0 20 1 142 1 0 5
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 0 0 0 00 0 95 0 0 4
1 0 1 118 0
7:15 AM 0 0 54 0
0 0 1 0 1 07:00 AM 0 0 54 1 0 1 58

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
3 0
7 2
1 3
N
Shasta Ave
Main St
Main StShasta Ave
Main St
Shasta Ave
1,058TEV:

0.91PHF: 2
0 2
4 8
0 5
597
4 606
433
0 5
1 9
15 9
0 5
426
2 433
608
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 3 0
000 0 4 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 1 0
0 0 0
0 THLT
30 0 0 00 0
5 000 0 0
0 0
0 0
Peak Hour
1 0Count Total
0 1000 00 0 0 0
0 3
8:45 AM
0 0 0 0
5 8:30 AM
00 0 0 00 0
1 5
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
4 8:00 AM
200 0
2 0
7:45 AM
0 0 0 1
0 7:30 AM
00 0 0 00 07:15 AM 0
1 0
0 2 0
0 07:00 AM
RT
39 0
Interval
Start
Main St Main St Shasta Ave Shasta Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 00 0 20 1 0 0

RTTHLT RTTHLTRT
0 0 0 117 0
Peak Hour 0 0 18 0
2 0 0 0 1 0Count Total 0 0 61 1 0 1 51
18 500 0 0 0 0 00 0 5 1 0 0
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 0 0 0 00 0 7 1 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 0 0 0 00 0 3 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 0 0 0 00 0 17 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 8
42 2 4 0 1 3
9 8
Peak Hour 12 9 0 0 21 0 0
1 2 3 7 0 2Count Total 19 20 0 0 39 1
0 4 31 0 0 0 1 05:45 PM 1 3 0 0 4
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
- 0% -HV% 0% 0% 2% 7% -
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 5 0 12 0 3 115 0 5 541 10 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 0% 0% 2%0% 1% 10%
Peak
Hour
All 4 4 696
16 0 12 0 13 0
0 0 0 0 21 08 1 0 0 0 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
273 1,2010 0 0 1 0 10 4 108 3 0 1
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 0 2 0 20 1 144 1 0 1
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 3 0 0 0 10 1 125 2 0 0
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 0 0 0 0 00 2 126 1 0 1
1 0 1 310 0
4:15 PM 1 0 165 5
1 0 3 0 1 04:00 PM 0 2 162 2 0 3 134

UT LT TH RT UT LT
Rolling
One HourEastbound 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
1 1
1 0
1 0
0 0
3 4
1 0
N
Shasta Ave
Main St
Main StShasta Ave
Main St
Shasta Ave
1,301TEV:

0.92PHF: 5
1 3
9 14
0 10
541
5 556
711
0 12
0 5
17 21
0 15
696
4 719
555
4 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
010 0 1 0
0000
0 0
0 00
0 THLT
00000001
0 00
0 0
0 0 0
0 0 0
0 THLT
41 1 1 01 0
7 001 0 1
1 0
0 0
Peak Hour
1 2Count Total
0 4100 00 1 0 0
1 4
5:45 PM
0 0 0 0
4 5:30 PM
21 0 1 00 0
0 2
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
3 5:00 PM
100 0
1 0
4:45 PM
1 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
1 04:00 PM
RT
21 0
Interval
Start
Main St Main St Shasta Ave Shasta Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 00 0 8 1 0 0

RTTHLT RTTHLTRT
0 0 0 39 0
Peak Hour 0 0 11 1
1 0 0 0 0 0Count Total 0 0 18 1 0 0 19
4 210 0 0 0 0 00 0 3 0 0 0
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 0 0 0 00 0 2 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 0 0 00 0 0 1 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 0 0 0 00 0 4 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
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 10
30 0 5 1 3 3
7 3
Peak Hour 18 20 0 1 39 1 4
4 0 0 5 4 6Count Total 61 53 1 1 116 1
0 2 00 0 0 0 0 08:45 AM 11 6 0 0 17
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
- 0% 0%HV% 0% - 4% 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 10 1 4 0 3 06 0 3 587 5 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% - 11% 4%0% 3% 0%
Peak
Hour
All 1 0 432
6 0 17 3 11 0
0 0 0 1 39 020 0 0 0 0 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
181 9950 1 0 0 0 00 0 96 0 0 0
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 1 0 1 0 10 0 160 1 0 3
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
1 2 0 0 0 20 0 140 1 0 4
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
1 3 0 0 0 00 3 94 0 0 1
0 0 0 115 0
7:15 AM 0 0 54 0
1 0 1 0 2 07:00 AM 0 0 54 1 0 0 56

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
4 0
3 3
3 1
N
David Ave
Main St
Main StDavid Ave
Main St
David Ave
1,061TEV:

0.92PHF: 9
0 3
12 6
0 5
587
3 595
439
0 4
1 10
15 9
0 6
432
0 439
607
1 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 4 0
010 0 4 0
0000
0 0
0 00
0 THLT
00000000
0 10
0 0
0 1 0
0 0 0
0 THLT
50 0 0 00 0
5 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 3000 00 0 0 0
1 5
8:45 AM
0 0 0 0
4 8:30 AM
00 0 0 00 0
2 4
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
200 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 2 0
0 07:00 AM
RT
39 0
Interval
Start
Main St Main St David Ave David Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 10 0 20 0 0 0

RTTHLT RTTHLTRT
0 0 1 116 0
Peak Hour 0 0 18 0
0 0 0 0 1 0Count Total 0 0 60 1 0 0 53
17 490 0 0 0 0 00 0 6 0 0 0
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 0 0 0 00 0 8 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 0 0 0 00 0 3 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 0 0 0 00 0 17 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 7
40 0 0 2 0 1
9 5
Peak Hour 11 8 1 0 20 0 0
0 0 1 3 7 0Count Total 21 18 1 0 40 2
0 5 01 0 0 1 2 25:45 PM 2 2 0 0 4
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
0% 0% 100%HV% 0% 0% 2% 0% 0%
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 1 1 0 2 110 2 2 541 8 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 0% 0% 2%0% 1% 0%
Peak
Hour
All 1 7 691
19 1 17 2 6 0
0 0 0 0 20 08 0 0 0 1 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
266 1,1791 2 0 0 0 11 2 111 4 0 3
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
1 0 0 1 0 10 0 142 2 1 3
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 0 0 1 10 1 123 1 0 2
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 0 2 0 10 0 126 3 0 2
2 0 1 308 0
4:15 PM 1 2 157 5
3 0 2 0 0 04:00 PM 0 0 164 1 0 0 135

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
1 4
0 2
N
David Ave
Main St
Main StDavid Ave
Main St
David Ave
1,283TEV:

0.92PHF: 5
1 2
8 16
0 8
541
2 553
696
2 1
1 10
13 14
1 10
691
7 709
557
1 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
020 0 0 0
0010
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
3 000 0 0
0 0
1 0
Peak Hour
1 0Count Total
0 2200 00 1 0 0
0 0
5:45 PM
0 0 0 0
0 5:30 PM
00 0 0 00 0
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
000 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
1 04:00 PM
RT
20 0
Interval
Start
Main St Main St David Ave David Ave
15-min
Total
Rolling
One Hour
1 0 0 0 0 00 0 8 0 0 0

RTTHLT RTTHLTRT
0 0 0 40 0
Peak Hour 0 0 11 0
0 0 0 1 0 0Count Total 0 1 20 0 0 0 18
4 200 0 0 0 0 00 0 2 0 0 0
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
1 0 0 0 0 00 0 2 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 00 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 0 0 0 00 0 4 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
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 6
11 0 5 0 0 5
8 2
Peak Hour 17 19 1 0 37 1 3
3 1 0 5 0 1Count Total 59 49 2 2 112 1
0 2 00 0 0 0 0 08:45 AM 10 6 0 0 16
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
0% 0% 0%HV% - 0% 4% 17% -
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 10 3 3 0 13 112 0 8 572 9 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
33% - 0% 0% 0% 3%0% 3% 11%
Peak
Hour
All 0 11 411
12 1 19 5 5 0
0 0 0 0 37 018 1 0 0 0 1
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
182 1,0011 1 0 0 0 00 0 94 1 0 1
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 1 0 3 0 20 3 157 2 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
2 1 0 7 0 70 1 135 2 0 4
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 0 1 0 30 1 90 0 0 3
2 0 2 118 0
7:15 AM 0 0 58 0
0 0 1 0 0 07:00 AM 0 3 54 1 0 0 55

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
1 0
3 0
5 1
0 0
N
Rendon Ave
Main St
Main StRendon Ave
Main St
Rendon Ave
1,072TEV:

0.92PHF: 18
1 13
32 23
0 9
572
8 589
427
0 3
3 10
17 22
1 12
411
11 434
600
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 3 0
010 0 3 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 1 0
0 0 0
0 THLT
50 0 0 01 0
5 001 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 2000 00 0 0 0
0 5
8:45 AM
0 0 0 0
5 8:30 AM
10 0 0 00 0
1 4
8:15 AM
0 0 0
0 1 0
0 0 0
0 0 0
3 8:00 AM
301 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 2 0
0 07:00 AM
RT
37 0
Interval
Start
Main St Main St Rendon Ave Rendon Ave
15-min
Total
Rolling
One Hour
0 1 0 0 0 00 0 18 1 0 0

RTTHLT RTTHLTRT
0 0 2 112 0
Peak Hour 0 0 15 2
1 0 1 0 1 0Count Total 0 0 56 3 0 0 48
16 470 0 0 0 0 00 0 6 0 0 0
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 0 0 0 00 0 7 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 1 0 0 0 00 0 2 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 0 0 0 20 0 15 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 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 14
70 0 2 3 0 4
11 11
Peak Hour 11 7 0 0 18 2 0
0 0 0 7 9 0Count Total 18 17 0 0 35 7
0 1 14 0 0 0 4 15:45 PM 2 2 0 0 4
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
- 0% 0%HV% - 0% 2% 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 16 4 11 0 6 334 0 18 518 12 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 0% 0% 1%0% 1% 0%
Peak
Hour
All 0 10 655
23 0 31 5 19 0
0 0 0 0 18 07 0 0 0 0 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
269 1,2050 2 0 2 1 00 2 117 1 0 5
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 4 0 4 2 60 1 129 4 0 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
1 3 0 0 1 00 5 118 4 0 6
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 2 0 0 0 10 6 122 2 0 5
1 0 3 310 0
4:15 PM 0 2 148 8
6 0 3 0 1 04:00 PM 0 2 154 6 0 1 133

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
4 7
0 3
N
Rendon Ave
Main St
Main StRendon Ave
Main St
Rendon Ave
1,299TEV:

0.93PHF: 12
3 6
21 26
0 12
518
18 548
672
0 11
4 16
31 55
0 34
655
10 699
546
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
020 0 0 0
151 0 0 0
0010
0 0
0 00
1 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
20 0 0 00 0
7 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 5400 01 2 1 0
0 1
5:45 PM
0 0 0 0
2 5:30 PM
10 0 0 00 0
0 1
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
2 5:00 PM
000 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
1 04:00 PM
RT
18 0
Interval
Start
Main St Main St Rendon Ave Rendon Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 00 0 7 0 0 0

RTTHLT RTTHLTRT
0 0 0 35 0
Peak Hour 0 0 11 0
0 0 0 0 0 0Count Total 0 0 18 0 0 0 17
4 180 0 0 0 0 00 0 2 0 0 0
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 0 0 0 00 0 2 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 00 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 0 0 0 00 0 4 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
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 10
10 1 4 1 1 7
9 2
Peak Hour 16 18 5 0 39 0 3
3 0 1 4 1 2Count Total 58 48 14 2 122 0
1 0 10 0 0 0 0 08:45 AM 10 7 2 1 20
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
- 5% 6%HV% - 0% 4% 2% -
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 74 17 27 0 12 3292 0 28 491 5 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 0% 0% 3%4% 3% 0%
Peak
Hour
All 0 3 337
11 0 134 38 39 0
0 0 0 0 39 017 0 0 4 1 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
184 1,0533 2 0 2 3 10 5 77 0 0 19
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
2 7 0 2 5 30 5 119 1 0 28
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
9 4 0 5 8 10 5 110 2 0 19
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
7 6 0 0 0 10 2 77 2 0 13
0 2 3 119 0
7:15 AM 0 1 47 17
1 0 10 1 1 07:00 AM 0 0 49 8 0 4 40

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
3 0
7 1
1 1
N
S Golden Gate Ave
Main St
Main StS Golden Gate
Ave
Main St
S Golden Gate
Ave
1,125TEV:

0.95PHF: 7
32 12
51 25
0 5
491
28 524
376
0 27
17 74
118
152
0 92
337
3 432
572
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 3 0
000 0 3 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
40 0 0 10 0
4 010 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 2000 00 0 0 0
1 4
8:45 AM
0 0 0 0
3 8:30 AM
00 0 0 00 0
1 3
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
200 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 2 0
0 07:00 AM
RT
39 0
Interval
Start
Main St Main St S Golden Gate Ave S Golden Gate Ave
15-min
Total
Rolling
One Hour
1 0 0 0 0 00 1 17 0 0 4

RTTHLT RTTHLTRT
0 1 1 122 0
Peak Hour 0 0 14 2
2 0 10 2 2 0Count Total 0 1 50 7 0 4 42
20 511 0 0 0 1 00 2 5 0 0 1
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 0 0 0 00 0 6 0 0 2
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 0 0 0 0 00 1 3 0 0 1
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 2 0 0 0 00 0 11 1 0 2
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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 12
40 0 1 0 4 4
14 8
Peak Hour 11 6 6 0 23 1 0
1 2 0 5 2 7Count Total 21 13 12 0 46 2
0 1 31 0 0 0 1 05:45 PM 3 2 0 0 5
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
- 3% 0%HV% - 0% 2% 1% -
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
1 128 23 24 0 13 30190 0 23 399 9 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
8% - 0% 0% 0% 2%4% 1% 0%
Peak
Hour
All 0 8 486
14 0 238 51 47 0
0 0 0 0 23 05 0 0 4 0 2
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
283 1,2558 5 0 2 4 30 3 88 0 0 27
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
8 6 0 7 12 20 6 104 0 0 26
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
5 6 0 2 6 00 5 96 3 0 31
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
5 6 0 2 7 20 10 97 0 0 29
3 5 1 338 0
4:15 PM 0 2 119 34
1 0 31 9 5 04:00 PM 0 4 124 32 0 8 115

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
4 4
4 0
N
S Golden Gate Ave
Main St
Main StS Golden Gate
Ave
Main St
S Golden Gate
Ave
1,341TEV:

0.94PHF: 8
30 13
51 40
0 9
399
23 431
523
0 24
23 128
175
243
0 190
486
8 684
535
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 0 0
110 0 1 0
0000
0 0
0 00
1 THLT
00000001
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 0 00 0
5 000 1 1
0 0
0 0
Peak Hour
0 0Count Total
0 3100 00 0 1 0
2 2
5:45 PM
0 1 1 0
1 5:30 PM
00 0 0 00 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
2 5:00 PM
000 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
1 04:00 PM
RT
23 0
Interval
Start
Main St Main St S Golden Gate Ave S Golden Gate Ave
15-min
Total
Rolling
One Hour
0 2 0 0 0 00 1 5 0 0 4

RTTHLT RTTHLTRT
0 0 0 46 0
Peak Hour 0 0 9 2
0 0 8 0 4 0Count Total 0 0 16 5 0 1 12
5 230 0 0 0 0 00 0 2 0 0 0
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 00 0 0 0 0 2
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 1 0 0 0 00 0 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 0 0 0 00 0 1 0 0 4
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
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 12
30 0 3 0 0 9
9 3
Peak Hour 16 14 2 1 33 0 3
3 0 0 3 1 0Count Total 51 42 2 1 96 0
0 0 00 0 0 0 0 18:45 AM 9 7 0 0 16
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
- 0% 0%HV% - 0% 4% 13% -
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 8 1 5 0 6 315 0 13 515 3 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
40% - 0% 0% 8% 4%8% 2% 33%
Peak
Hour
All 0 2 351
5 0 16 3 6 0
0 0 0 1 33 012 1 0 0 0 2
13 935 0
HV 0 0 14 2 0
Count Total 0 22 557 23 0 16 804 9 5 19 1,485 0
150 8810 0 0 2 1 30 2 74 0 0 3
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 0 0 2 1 20 4 133 1 0 4
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
1 1 0 0 0 10 4 120 1 0 0
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
1 1 0 0 0 10 0 74 1 0 4
0 0 1 93 0
7:15 AM 0 10 47 0
0 0 1 0 0 07:00 AM 0 1 39 4 0 0 47

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
3 0
9 3
0 0
N
Windsor Ave
Main St
Main StWindsor Ave
Main St
Windsor Ave
935TEV:

0.95PHF: 13
3 6
22 6
0 3
515
13 531
362
0 5
1 8
14 31
0 15
351
2 368
536
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 3 0
000 0 3 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
30 0 0 00 0
3 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 1000 00 0 0 0
1 3
8:45 AM
0 0 0 0
2 8:30 AM
00 0 0 00 0
0 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
200 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 2 0
0 07:00 AM
RT
33 0
Interval
Start
Main St Main St Windsor Ave Windsor Ave
15-min
Total
Rolling
One Hour
0 2 0 0 0 10 1 12 1 0 0

RTTHLT RTTHLTRT
0 0 1 96 0
Peak Hour 0 0 14 2
1 0 0 0 2 0Count Total 0 0 46 5 0 1 40
16 430 0 0 0 0 00 0 7 0 0 0
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 0 0 0 00 0 5 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 1 0 0 0 00 0 2 1 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 0 0 0 00 0 14 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 12
60 0 4 0 0 6
9 9
Peak Hour 10 5 0 1 16 1 3
3 0 0 4 2 0Count Total 19 9 0 2 30 1
0 1 10 0 0 0 0 05:45 PM 3 1 0 1 5
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
- 0% -HV% - 29% 2% 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 11 0 5 0 4 226 0 4 417 4 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 0% 14% 2%0% 1% 0%
Peak
Hour
All 0 7 500
9 0 24 3 7 0
0 0 0 1 16 05 0 0 0 0 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
200 9100 1 0 1 0 30 3 81 0 0 3
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 1 0 0 0 40 0 103 1 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 1 0 0 0 10 2 101 1 0 2
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 0 0 1 1 30 1 100 1 0 3
1 0 2 252 0
4:15 PM 0 0 128 7
2 0 4 0 2 04:00 PM 0 2 125 5 0 0 109

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
3 0
6 6
0 0
N
Windsor Ave
Main St
Main StWindsor Ave
Main St
Windsor Ave
987TEV:

0.97PHF: 7
2 4
13 11
0 4
417
4 425
509
0 5
0 11
16 32
0 26
500
7 533
435
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 3 0
010 0 3 0
0000
0 0
0 00
1 THLT
00000001
0 00
0 0
0 0 0
0 0 0
0 THLT
40 0 0 00 0
4 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 2
5:45 PM
0 0 0 0
3 5:30 PM
00 0 0 00 0
0 3
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
4 5:00 PM
200 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 2 0
1 04:00 PM
RT
16 0
Interval
Start
Main St Main St Windsor Ave Windsor Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 10 0 5 0 0 0

RTTHLT RTTHLTRT
0 0 2 30 0
Peak Hour 0 2 8 0
0 0 0 0 0 0Count Total 0 3 16 0 0 0 9
5 140 0 0 0 0 10 0 1 0 0 0
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 00 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 00 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 00 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
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 24
21 0 4 11 1 10
10 2
Peak Hour 18 16 1 0 35 0 3
3 1 0 4 11 1Count Total 52 41 5 0 98 0
0 0 00 0 0 0 0 08:45 AM 11 7 1 0 19
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
- 0% 0%HV% - 25% 5% 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 11 7 52 0 19 184 0 29 466 3 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
2% - 0% 0% 0% 3%0% 3% 0%
Peak
Hour
All 0 4 333
5 0 21 8 65 0
0 0 0 0 35 016 0 0 0 0 1
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
171 9590 12 0 3 2 130 6 65 1 0 2
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
2 23 0 5 9 220 6 116 1 0 1
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
2 9 0 5 0 30 7 122 1 0 1
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 0 0 1 0 10 1 66 0 0 6
0 0 1 89 0
7:15 AM 0 2 47 0
1 0 2 1 0 07:00 AM 0 0 38 0 0 2 44

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
1 0
0 1
2 0
10 2
1 11
N
S Netherton Ave
Main St
Main StS Netherton Ave
Main St
S Netherton Ave
1,007TEV:

0.91PHF: 61
18 19
98 14
0 3
466
29 498
404
0 52
7 11
70 51
0 4
333
4 341
538
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 2 1
000 0 2 1
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
41 0 0 00 0
4 000 0 1
0 0
0 0
Peak Hour
0 0Count Total
0 2000 00 0 0 0
2 4
8:45 AM
0 0 1 0
2 8:30 AM
00 0 0 00 0
0 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
200 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 2 0
0 07:00 AM
RT
35 0
Interval
Start
Main St Main St S Netherton Ave S Netherton Ave
15-min
Total
Rolling
One Hour
0 1 0 0 0 00 0 16 0 0 0

RTTHLT RTTHLTRT
0 0 0 98 0
Peak Hour 0 1 17 0
0 0 3 0 2 0Count Total 0 3 49 0 0 0 41
19 480 1 0 0 0 00 0 7 0 0 0
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 0 0 0 00 0 6 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 0 0 0 00 0 4 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 0 0 0 00 0 13 0 0 1
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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 13
41 0 4 6 2 1
2 4
Peak Hour 8 5 0 0 13 1 2
2 1 0 4 6 2Count Total 15 10 0 0 25 1
0 1 00 0 0 0 0 05:45 PM 2 1 0 0 3
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
- 0% 0%HV% - 0% 2% 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 21 6 67 0 27 1227 0 38 387 5 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 0% 0% 1%0% 1% 0%
Peak
Hour
All 0 11 448
8 0 48 12 137 0
0 0 0 0 13 05 0 0 0 0 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
218 9661 17 0 0 2 30 6 80 0 0 4
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
3 10 0 2 2 40 9 91 0 0 9
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
2 19 0 12 2 110 10 97 0 0 6
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
1 16 0 6 2 130 10 90 1 0 6
4 1 12 273 0
4:15 PM 0 3 117 6
2 0 6 3 14 04:00 PM 0 4 108 6 0 12 101

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
1 1
0 1
1 4
2 6
N
S Netherton Ave
Main St
Main StS Netherton Ave
Main St
S Netherton Ave
1,097TEV:

0.99PHF: 48
12 27
87 22
0 5
387
38 430
542
0 67
6 21
94 77
0 27
448
11 486
456
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 1 0 1
010 1 0 1
0000
0 0
0 00
1 THLT
00000010
0 00
0 0
0 0 0
0 0 0
1 THLT
40 0 0 01 0
4 001 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 1
5:45 PM
0 0 0 0
3 5:30 PM
00 0 0 00 0
0 3
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
4 5:00 PM
101 0
2 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
1 04:00 PM
RT
13 0
Interval
Start
Main St Main St S Netherton Ave S Netherton Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 00 0 5 0 0 0

RTTHLT RTTHLTRT
0 0 0 25 0
Peak Hour 0 0 8 0
0 0 0 0 0 0Count Total 0 1 13 1 0 0 10
3 120 0 0 0 0 00 0 1 0 0 0
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 00 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 00 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 00 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
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 30
40 0 2 13 0 13
13 7
Peak Hour 20 15 0 1 36 1 1
1 0 0 2 13 0Count Total 51 38 1 4 94 1
0 0 10 0 0 0 0 08:45 AM 10 4 0 3 17
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
- 0% 0%HV% - 2% 6% 20% 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 3 3 6 0 24 55 1 11 432 51 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 4% 0% 0% 4%9% 3% 0%
Peak
Hour
All 0 105 288
62 0 7 3 8 1
0 1 0 0 36 014 0 0 0 0 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
135 9010 0 1 3 0 70 2 55 1 0 0
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
2 1 0 4 4 100 2 105 14 0 0
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
0 1 0 6 0 81 2 113 8 0 1
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
0 2 0 0 0 11 1 61 5 0 2
0 0 0 84 0
7:15 AM 0 0 40 0
0 0 1 0 0 07:00 AM 1 1 38 0 0 0 43

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
1 0
13 4
0 13
N
S Broadway Ave
Main St
Main StS Broadway Ave
Main St
S Broadway Ave
983TEV:

0.88PHF: 49
5 24
78 159
0 51
432
11 495
319
1 6
3 3
12 21
0 5
288
105
398
484
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 1 0
010 0 1 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
20 0 0 00 0
2 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 1000 00 0 0 0
0 2
8:45 AM
0 0 0 0
2 8:30 AM
10 0 0 00 0
0 1
8:15 AM
0 0 0
0 1 0
0 0 0
0 0 0
1 8:00 AM
100 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 1 0
0 07:00 AM
RT
36 0
Interval
Start
Main St Main St S Broadway Ave S Broadway Ave
15-min
Total
Rolling
One Hour
0 0 0 1 0 00 1 14 0 0 0

RTTHLT RTTHLTRT
2 0 1 94 0
Peak Hour 0 2 17 1
0 0 1 0 0 1Count Total 0 2 47 2 0 1 37
17 490 0 1 1 0 10 0 4 0 0 0
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 0 0 0 00 0 4 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 0 0 0 00 0 1 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 0 0 0 00 0 10 0 0 1
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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 25
140 0 5 3 0 8
8 19
Peak Hour 7 5 0 0 12 1 4
6 0 0 9 3 0Count Total 13 9 0 0 22 3
0 0 00 0 0 0 0 05:45 PM 3 1 0 0 4
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
- 0% 0%HV% - 0% 1% 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 12 2 11 1 12 56 0 10 392 16 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% 0% 0% 1%0% 1% 0%
Peak
Hour
All 0 26 478
28 0 21 4 25 1
0 0 0 0 12 05 0 0 0 0 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
201 9010 5 0 1 0 10 3 82 4 0 3
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
1 5 0 0 0 70 6 90 6 0 0
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
1 3 1 3 2 30 3 95 5 0 5
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 0 2 1 50 2 89 5 0 1
0 1 5 241 0
4:15 PM 0 7 127 1
3 0 2 0 3 04:00 PM 0 9 104 2 0 2 110

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
4 0
8 14
0 3
N
S Broadway Ave
Main St
Main StS Broadway Ave
Main St
S Broadway Ave
985TEV:

0.97PHF: 14
5 12
32 45
1 16
392
10 418
501
0 11
2 12
25 21
0 6
478
26 510
418
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 4 0
030 0 6 0
0000
0 0
0 00
1 THLT
00000001
0 10
0 0
0 0 0
0 2 0
0 THLT
50 0 0 00 0
9 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 4000 00 0 0 0
2 4
5:45 PM
0 0 0 0
4 5:30 PM
10 0 0 00 0
1 5
5:15 PM
0 0 0
0 0 0
0 1 0
0 1 0
5 5:00 PM
000 0
2 0
4:45 PM
0 0 0 0
0 4:30 PM
20 0 0 00 04:15 PM 0
1 0
0 0 0
1 04:00 PM
RT
12 0
Interval
Start
Main St Main St S Broadway Ave S Broadway Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 00 0 5 0 0 0

RTTHLT RTTHLTRT
0 0 0 22 0
Peak Hour 0 0 7 0
0 0 0 0 0 0Count Total 0 0 13 0 0 0 9
4 100 0 0 0 0 00 0 1 0 0 0
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 00 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 00 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 0 0 0 00 0 1 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
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 20
20 2 2 6 10 2
7 17
Peak Hour 1 0 0 27 28 0 0
0 0 2 2 19 26Count Total 3 0 0 56 59 0
7 0 50 0 0 0 0 78:45 AM 0 0 0 7 7
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 0 0 0 0 166 1,16944 0 0 0 0 0
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 1 26 0 28 00 0 0 0 0 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
310 1,3480 0 0 15 277 00 0 0 0 0 0
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 30 341 00 0 0 0 0 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 64 300 00 0 0 0 0 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 38 201 00 0 0 0 0 0
18 170 0 196 0
7:15 AM 0 0 15 8
0 0 0 0 0 07:00 AM 0 0 6 2 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
2 0
0 0
0 0
0 0
2 2
10 6
N
S Center St
W Market St
E Market StS Center St
W Market St
S Center St
1,434TEV:

0.89PHF: 0
1,169
166
1,335
0 0
0 0
0 0
221
0 0
0 0
0 1,213
0 44
55 0
99 0
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
20 0 2 00 0
2 000 0 0
0 0
0 0
Peak Hour
0 2Count Total
0 1000 00 0 0 0
0 2
8:45 AM
0 0 0 0
2 8:30 AM
00 0 0 00 0
1 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
1 8:00 AM
100 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
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 1 26 00 0 0 0 0 0

RTTHLT RTTHLTRT
1 55 0 59 0
Peak Hour 0 0 0 1
0 0 0 0 0 0Count Total 0 0 1 2 0 0 0
7 380 0 0 0 7 00 0 0 0 0 0
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 9 00 0 0 0 0 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 1 5 00 0 0 0 0 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 5 00 0 0 0 0 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 55
110 1 1 11 28 5
14 16
Peak Hour 0 0 0 6 6 0 0
0 0 2 2 16 48Count Total 2 0 0 14 16 0
10 2 00 0 0 0 0 15:45 PM 0 0 0 1 1
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 0 0 0 0 56 1,77158 0 0 0 0 0
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 6 0 6 00 0 0 0 0 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
323 1,7510 0 0 8 296 00 0 0 0 0 0
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 13 441 00 0 0 0 0 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 18 396 00 0 0 0 0 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 15 418 00 0 0 0 0 0
20 394 0 450 0
4:15 PM 0 0 5 19
0 0 0 0 0 04:00 PM 0 0 12 24 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
1 0
0 0
0 0
0 0
5 11
28 11
N
S Center St
W Market St
E Market StS Center St
W Market St
S Center St
1,924TEV:

0.91PHF: 0
1,771
56 1,827
0 0
0 0
0 0
95 0
0 0
0 0
1,829
0 58
39 0
97 0
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
01000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 1 00 0
2 000 0 0
0 0
0 0
Peak Hour
0 2Count Total
0 0000 00 0 0 0
0 1
5:45 PM
0 0 0 0
1 5:30 PM
00 0 0 00 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
2 5:00 PM
100 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
1 04:00 PM
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 6 00 0 0 0 0 0

RTTHLT RTTHLTRT
2 12 0 16 0
Peak Hour 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 2 0 0 0
1 30 0 0 0 1 00 0 0 0 0 0
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 00 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 3 00 0 0 0 0 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 1 1 00 0 0 0 0 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
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 49
130 0 1 11 16 9
17 16
Peak Hour 1 0 28 0 29 1 0
0 0 0 3 17 23Count Total 2 0 48 0 50 3
3 3 10 0 0 0 0 48:45 AM 1 0 6 0 7
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
- - 2%HV% - 0% 1% - -
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 1,598 100 0 0 00 0 0 0 1 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
1% - - - - 2%- - 0%
Peak
Hour
All 0 96 107
2 0 0 2,690 173 0
0 0 0 0 29 00 0 0 0 27 1
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
397 1,746354 16 0 0 0 00 0 0 0 0 0
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
388 19 0 0 0 00 0 0 1 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
446 39 0 0 0 00 0 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
240 18 0 0 0 00 0 0 1 0 0
0 0 0 217 0
7:15 AM 0 19 32 0
0 0 0 175 18 07:00 AM 0 10 14 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
9 13
16 11
N
S El Dorado St
E Market St
E Market StS El Dorado St
E Market St
S El Dorado St
1,902TEV:

0.86PHF: 0
0 0
0 1,695
0 1
0 0
1 207
0 100
1,598
0 1,698
0 0
0 107
96 203
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 0 0
021 0 0 0
0000
0 0
0 00
1 THLT
00000000
0 00
0 1
0 0 0
0 0 0
0 THLT
10 0 0 00 0
3 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 1000 00 0 0 0
0 1
8:45 AM
0 0 0 0
3 8:30 AM
10 0 0 00 0
0 2
8:15 AM
0 0 0
0 1 0
0 0 0
0 0 0
2 8:00 AM
000 0
2 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
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
27 1 0 0 0 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 0 0 50 0
Peak Hour 0 0 1 0
0 0 0 46 2 0Count Total 0 1 1 0 0 0 0
7 346 0 0 0 0 00 0 0 0 0 0
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
11 0 0 0 0 00 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
1 0 0 0 0 00 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
4 0 0 0 0 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 39
103 0 5 10 16 3
8 18
Peak Hour 2 0 9 0 11 2 0
0 3 0 6 18 20Count Total 2 0 18 0 20 3
0 2 00 0 0 0 0 05:45 PM 0 0 5 0 5
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
- - 1%HV% - 0% 4% - -
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 1,446 39 0 0 00 0 0 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 11 00 0 0 0 9 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
266 1,265241 2 0 0 0 00 0 0 0 0 0
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
303 2 0 0 0 00 0 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
357 13 0 0 0 00 0 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
376 8 0 0 0 00 0 0 0 0 0
0 0 0 418 0
4:15 PM 0 14 10 0
0 0 0 374 8 04:00 PM 0 22 14 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 3
0 0
0 0
3 10
16 10
N
S El Dorado St
E Market St
E Market StS El Dorado St
E Market St
S El Dorado St
1,609TEV:

0.96PHF: 0
0 0
0 1,513
0 0
0 0
0 96
0 39
1,446
0 1,485
0 0
0 57
67 124
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
020 0 0 0
030 0 0 0
0010
0 0
0 00
1 THLT
00002000
0 00
0 0
0 0 0
0 0 0
0 THLT
50 0 0 00 3
6 000 3 0
0 0
0 0
Peak Hour
0 0Count Total
0 1000 00 0 0 0
0 2
5:45 PM
0 0 0 0
3 5:30 PM
10 0 0 00 0
0 2
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
5 5:00 PM
100 1
1 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
3 04:00 PM
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
9 0 0 0 0 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 0 0 20 0
Peak Hour 0 0 2 0
0 0 0 18 0 0Count Total 0 0 2 0 0 0 0
5 95 0 0 0 0 00 0 0 0 0 0
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
2 0 0 0 0 00 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 00 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
2 0 0 0 0 00 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
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
168
160 1 1 85 56 11
24 35
Peak Hour 2 0 1 1 4 0 0
0 0 1 1 175 77Count Total 3 0 1 2 6 0
12 7 80 0 0 0 0 128:45 AM 0 0 0 0 0
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
0% 0% 0%HV% - - 2% 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 3 2 29 0 62 8466 0 0 0 0 1
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 1 0 4 00 0 0 0 0 1
0 380 0
HV 0 0 2 0 0
Count Total 0 0 242 129 0 0 0 87 113 0 624 0
70 3200 7 0 17 11 00 0 0 0 1 0
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
1 8 0 21 23 00 0 0 0 0 1
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 12 0 9 19 00 0 0 0 0 1
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 7 0 2 6 00 0 0 0 0 0
2 3 0 34 0
7:15 AM 0 0 33 19
0 0 0 0 1 07:00 AM 0 0 13 15 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
1 0
0 0
0 0
0 0
11 16
56 85
N
S Hunter St
E Market St
E Market StS Hunter St
E Market St
S Hunter St
380TEV:

0.73PHF: 0
84 62
146
2 0
0 0
0 0
224
0 29
2 3
35 151
1 66
133
0 199
3 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 1 00 0
1 000 0 0
0 0
0 0
Peak Hour
0 1Count Total
0 1000 00 0 0 0
0 1
8:45 AM
0 0 0 0
1 8:30 AM
10 0 1 00 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
4 0
Interval
Start
E Market St E Market St S Hunter St S Hunter St
15-min
Total
Rolling
One Hour
0 1 0 0 1 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 2 0 6 0
Peak Hour 0 0 2 0
0 0 0 0 1 0Count Total 0 0 2 1 0 0 0
0 30 0 0 0 0 00 0 0 0 0 0
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 1 0 0 1 00 0 0 0 0 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 00 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 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
66 92 0 2 42 7 8
9 15
Peak Hour 2 0 0 0 2 0 0
0 3 3 7 77 11Count Total 2 0 0 0 2 1
2 0 10 0 1 1 2 55:45 PM 0 0 0 0 0
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 0 0 24 0 32 3613 0 0 0 0 0
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 2 00 0 0 0 0 0
0 187 0
HV 0 0 2 0 0
Count Total 0 0 134 29 0 0 0 47 59 0 321 0
22 1340 4 0 2 4 00 0 0 0 0 0
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 8 0 3 5 00 0 0 0 0 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 5 0 8 7 00 0 0 0 0 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 2 0 8 7 00 0 0 0 0 0
13 12 0 55 0
4:15 PM 0 0 17 3
0 0 0 0 9 04:00 PM 0 0 19 2 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
1 1
0 0
0 0
8 9
7 42
N
S Hunter St
E Market St
E Market StS Hunter St
E Market St
S Hunter St
187TEV:

0.85PHF: 0
36 32
68 0
0 0
0 0
0 138
0 24
0 0
24 49
0 13
82 0
95 0
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
010 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
21 0 0 00 1
7 001 1 1
1 0
0 1
Peak Hour
0 3Count Total
0 5201 00 0 0 0
1 3
5:45 PM
0 0 0 0
2 5:30 PM
20 0 1 00 0
0 2
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
2 5:00 PM
000 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
21 0 0 00 14:15 PM 0
0 0
0 0 0
0 04:00 PM
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 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 0 0 2 0
Peak Hour 0 0 2 0
0 0 0 0 0 0Count Total 0 0 2 0 0 0 0
0 00 0 0 0 0 00 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 00 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 00 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 00 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
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
224
610 1 1 111 29 23
40 107
Peak Hour 3 0 6 3 12 0 0
0 1 2 4 165 44Count Total 3 0 10 7 20 1
2 5 170 0 0 1 1 178:45 AM 0 0 0 0 0
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
- - 4%HV% - 2% 2% 0% -
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 0 170 39 0 25 9936 0 0 0 0 0
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 1 2 0 12 00 0 0 0 6 0
0 549 0
HV 0 1 2 0 0
Count Total 0 91 204 68 0 0 0 52 153 0 893 0
103 48126 6 0 10 15 00 0 0 0 0 0
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
39 8 0 10 28 00 0 0 0 0 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
50 10 0 9 26 00 0 0 0 0 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
26 1 0 8 11 00 0 0 0 0 0
1 11 0 51 0
7:15 AM 0 4 27 10
0 0 0 19 5 07:00 AM 0 1 8 6 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
1 0
0 0
0 0
0 0
23 61
29 111
N
S San Joaquin St
E Market St
E Market StS San Joaquin
St
E Market St
S San Joaquin
St
549TEV:

0.8PHF: 0
99 25
124
236
0 0
0 0
0 178
0 39
170
0 209
135
0 36
114
66 216
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
010 0 0 0
0000
0 0
0 00
1 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 1 00 0
4 000 1 0
1 0
0 1
Peak Hour
0 2Count Total
0 2100 00 0 0 0
1 1
8:45 AM
0 0 0 0
1 8:30 AM
00 0 0 00 0
0 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
000 0
1 0
7:45 AM
0 0 0 0
0 7:30 AM
10 0 0 00 17:15 AM 0
0 0
0 0 0
0 07:00 AM
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
6 0 0 1 2 00 0 0 0 0 0

RTTHLT RTTHLTRT
1 6 0 20 0
Peak Hour 0 1 2 0
0 0 0 10 0 0Count Total 0 1 2 0 0 0 0
0 110 0 0 0 0 00 0 0 0 0 0
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
2 0 0 0 1 00 0 0 0 0 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 00 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
1 0 0 0 0 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
173
494 0 4 78 27 19
36 78
Peak Hour 2 0 3 3 8 0 0
0 5 1 7 104 37Count Total 2 0 6 5 13 1
3 2 20 0 0 0 0 25:45 PM 0 0 1 1 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
- - 3%HV% - 5% 1% 0% -
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 0 118 48 0 15 12936 0 0 0 0 0
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 3 0 8 00 0 0 0 3 0
0 448 0
HV 0 1 1 0 0
Count Total 0 37 152 52 0 0 0 32 230 0 759 0
51 31113 3 0 0 16 00 0 0 0 0 0
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
20 6 0 9 26 00 0 0 0 0 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
33 10 0 4 23 00 0 0 0 0 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
26 11 0 3 36 00 0 0 0 0 0
3 35 0 127 0
4:15 PM 0 1 16 12
0 0 0 33 15 04:00 PM 0 10 24 7 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 4
0 0
0 0
19 49
27 78
N
S San Joaquin St
E Market St
E Market StS San Joaquin
St
E Market St
S San Joaquin
St
448TEV:

0.88PHF: 0
129
15 144
139
0 0
0 0
0 144
0 48
118
0 166
165
0 36
81 21
138
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
010 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
40 0 0 00 4
7 000 5 0
1 0
0 0
Peak Hour
0 1Count Total
0 3000 00 0 0 0
2 4
5:45 PM
0 0 0 0
5 5:30 PM
10 0 0 00 1
0 4
5:15 PM
0 0 0
0 0 0
0 1 0
0 0 0
4 5:00 PM
100 1
3 0
4:45 PM
0 3 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
0 04:00 PM
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
3 0 0 0 3 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 5 0 13 0
Peak Hour 0 1 1 0
0 0 0 6 0 0Count Total 0 1 1 0 0 0 0
2 51 0 0 0 1 00 0 0 0 0 0
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
1 0 0 0 0 00 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
1 0 0 0 0 00 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
2 0 0 0 1 00 0 0 0 0 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
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
289
1542 3 6 70 41 24
43 217
Peak Hour 2 0 2 4 8 1 0
0 2 3 6 116 67Count Total 2 0 4 7 13 1
10 7 110 0 0 0 0 108:45 AM 0 0 0 1 1
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
- - 2%HV% - 5% 1% 0% -
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 0 102 16 0 4 9580 0 0 0 0 0
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 1 3 0 8 00 0 0 0 2 0
0 400 0
HV 0 1 1 0 0
Count Total 0 45 129 129 0 0 0 6 151 0 650 0
85 31520 1 0 0 22 00 0 0 0 0 0
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
23 2 0 0 12 00 0 0 0 0 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
34 3 0 1 34 00 0 0 0 0 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
24 1 0 2 13 00 0 0 0 0 0
0 8 0 39 0
7:15 AM 0 7 11 14
0 0 0 14 0 07:00 AM 0 2 2 13 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
3 0
0 2
0 0
0 0
24 154
41 70
N
S Sutter St
E Market St
E Market StS Sutter St
E Market St
S Sutter St
400TEV:

0.75PHF: 0
95 4
99 124
0 0
0 0
0 101
0 16
102
0 118
175
0 80
81 22
183
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 0 0
010 0 0 0
0000
0 0
0 00
1 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
60 0 3 00 2
6 000 2 0
0 0
0 0
Peak Hour
0 3Count Total
0 4000 00 0 0 0
0 4
8:45 AM
0 0 0 0
6 8:30 AM
30 0 2 00 1
1 3
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
000 0
2 0
7:45 AM
0 1 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
8 0
Interval
Start
E Market St E Market St S Sutter St S Sutter St
15-min
Total
Rolling
One Hour
2 0 0 1 3 00 0 0 0 0 0

RTTHLT RTTHLTRT
1 6 0 13 0
Peak Hour 0 1 1 0
0 0 0 4 0 0Count Total 0 1 1 0 0 0 0
1 60 0 0 0 1 00 0 0 0 0 0
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 1 00 0 0 0 0 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
1 0 0 0 2 00 0 0 0 0 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 1 00 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 Market St E Market St S Sutter St S Sutter St
15-min
Total
Rolling
One HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
290
1231 0 1 81 51 35
53 183
Peak Hour 0 0 0 0 0 0 0
0 2 0 2 118 94Count Total 1 0 1 1 3 0
4 1 120 0 0 0 0 65:45 PM 0 0 1 0 1
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
- - 0%HV% - 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 0 112 41 0 18 12430 0 0 0 0 0
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 00 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
49 35612 0 0 4 18 00 0 0 0 0 0
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
17 4 0 2 33 00 0 0 0 0 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
24 8 0 3 22 00 0 0 0 0 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
18 3 0 2 26 00 0 0 0 0 0
2 16 0 75 0
4:15 PM 0 5 16 8
0 0 0 13 2 04:00 PM 0 6 27 9 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 1
0 0
0 0
35 123
51 81
N
S Sutter St
E Market St
E Market StS Sutter St
E Market St
S Sutter St
440TEV:

0.76PHF: 0
124
18 142
130
0 0
0 0
0 156
0 41
112
0 153
154
0 30
97 18
145
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 0 00 1
2 000 2 0
0 0
0 0
Peak Hour
0 0Count Total
0 2000 00 0 0 0
1 2
5:45 PM
0 1 0 0
1 5:30 PM
00 0 0 00 0
1 1
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
0 5:00 PM
000 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
0 04:00 PM
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 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 1 0 3 0
Peak Hour 0 0 0 0
0 0 0 1 0 0Count Total 0 1 0 0 0 0 0
1 11 0 0 0 0 00 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 00 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 00 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 1 00 0 0 0 0 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
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
85 10 0 0 6 69 9
11 3
Peak Hour 2 0 8 4 14 0 0
0 0 0 1 18 107Count Total 2 0 15 9 26 1
2 1 01 0 0 0 1 08:45 AM 0 0 0 2 2
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
0% - 3%HV% - 6% 1% 0% -
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 0 268 74 0 34 21414 0 0 0 0 2
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 4 0 14 00 0 0 0 7 1
0 692 0
HV 0 1 1 0 0
Count Total 0 25 106 22 0 0 0 46 356 0 1,093 0
112 54446 3 0 2 35 00 0 0 0 0 0
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
67 2 0 4 54 00 0 0 0 0 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
75 45 0 15 60 00 0 0 0 0 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
44 8 0 3 32 00 0 0 0 0 0
3 33 0 70 0
7:15 AM 0 3 9 3
0 0 0 30 2 07:00 AM 0 0 1 1 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
9 1
69 6
N
California St
E Market St
E Market StCalifornia St
E Market St
California St
692TEV:

0.76PHF: 0
214
34 248
284
0 0
0 0
0 178
0 74
268
0 344
230
2 14
70 16
100
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
010 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
1 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 1100 00 1 0 0
0 0
8:45 AM
0 0 0 0
0 8:30 AM
00 0 0 00 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
14 0
Interval
Start
E Market St E Market St California St California St
15-min
Total
Rolling
One Hour
7 1 0 0 4 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 9 0 26 0
Peak Hour 0 1 1 0
0 0 0 14 1 0Count Total 0 1 1 0 0 0 0
2 100 0 0 0 2 00 0 0 0 0 0
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 00 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
3 1 0 0 2 00 0 0 0 0 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
2 0 0 0 0 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
5911 0 1 6 48 4
7 3
Peak Hour 0 0 2 6 8 0 0
0 1 0 1 8 84Count Total 0 0 3 8 11 0
5 1 10 0 0 0 0 25:45 PM 0 0 1 0 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
- - 1%HV% - 0% 0% 0% -
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 0 190 32 0 31 24718 0 0 0 0 0
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 6 0 8 00 0 0 0 2 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
94 51828 5 0 7 40 00 0 0 0 0 0
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
47 3 0 6 52 00 0 0 0 0 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
46 9 0 4 58 00 0 0 0 0 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
47 6 0 6 60 00 0 0 0 0 0
6 73 0 156 0
4:15 PM 0 2 18 3
0 0 0 40 7 04:00 PM 0 6 17 7 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
1 0
0 0
0 0
4 1
48 6
N
California St
E Market St
E Market StCalifornia St
E Market St
California St
652TEV:

0.9PHF: 0
247
31 278
217
0 0
0 0
0 170
0 32
190
0 222
265
0 18
107
27 152
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
11 0 0 00 0
1 000 0 1
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 1
5:45 PM
0 0 0 0
1 5:30 PM
00 0 0 00 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
110 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
0 04:00 PM
RT
8 0
Interval
Start
E Market St E Market St California St California St
15-min
Total
Rolling
One Hour
2 0 0 0 6 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 8 0 11 0
Peak Hour 0 0 0 0
0 0 0 3 0 0Count Total 0 0 0 0 0 0 0
1 31 0 0 0 0 00 0 0 0 0 0
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 1 00 0 0 0 0 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 1 00 0 0 0 0 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
1 0 0 0 1 00 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
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 16
20 0 1 2 2 10
41 8
Peak Hour 2 0 0 0 2 1 0
0 0 0 1 4 7Count Total 2 0 0 1 3 1
0 15 10 0 0 0 0 08:45 AM 0 0 0 0 0
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 0 108 00 0 0 0 0 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 2 00 0 0 0 0 0
0 279 0
HV 0 0 2 0 0
Count Total 0 33 195 0 0 0 0 128 0 0 356 0
30 1270 0 0 5 0 00 0 0 0 0 0
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 1 0 00 0 0 0 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 51 0 00 0 0 0 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 7 0 00 0 0 0 0 0
2 0 0 7 0
7:15 AM 0 0 13 0
0 0 0 0 0 07:00 AM 0 1 4 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
10 2
2 2
N
S American St
E Market St
E Market StDriveway
E Market St
S American St
279TEV:

0.54PHF: 0
0 108
108
30 0
0 0
0 0
249
0 0
0 0
0 0
0 0
141
30 171
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 0 0
010 0 0 0
0000
0 0
0 00
1 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 0 00 0
1 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 0
8:45 AM
0 0 0 0
1 8:30 AM
00 0 0 00 0
0 1
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
1 8:00 AM
000 0
1 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
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 00 0 0 0 0 0

RTTHLT RTTHLTRT
1 0 0 3 0
Peak Hour 0 0 2 0
0 0 0 0 0 0Count Total 0 0 2 0 0 0 0
0 10 0 0 0 0 00 0 0 0 0 0
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 00 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 00 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 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 13
10 0 1 6 1 5
11 4
Peak Hour 0 0 0 0 0 1 0
0 0 0 1 10 3Count Total 0 0 0 0 0 1
2 2 10 0 0 0 0 05:45 PM 0 0 0 0 0
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 38 10 0 0 0 0 0
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 00 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
33 1840 0 0 8 0 00 0 0 0 0 0
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 7 0 00 0 0 0 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 5 0 00 0 0 0 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 10 0 00 0 0 0 0 0
9 0 1 42 0
4:15 PM 0 3 31 0
0 0 0 0 0 04:00 PM 0 8 24 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
5 1
1 6
N
S American St
E Market St
E Market StDriveway
E Market St
S American St
218TEV:

0.7PHF: 0
1 38
39 25
0 0
0 0
0 192
0 0
0 0
0 1
0 0
154
25 179
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
001 0 0 0
001 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 1
0 0 0
0 0 0
0 THLT
10 0 0 00 0
1 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 0
5:45 PM
0 0 0 0
1 5:30 PM
00 0 0 00 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
000 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
0 04:00 PM
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 00 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

ATTACHMENT B
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 31
40 1 2 2 12 13
18 4
Peak Hour 1 0 9 11 21 1 0
0 0 2 3 7 13Count Total 2 0 23 26 51 1
0 1 00 0 0 0 0 18:45 AM 0 0 3 3 6
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
- - 2%HV% - 0% 0% 1% -
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 0 512 52 1 8 215108 0 0 0 0 0
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 11 0 21 00 0 0 0 9 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
161 79577 5 0 3 46 00 0 0 0 0 0
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
103 12 0 2 60 00 0 0 0 0 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
173 11 1 1 65 00 0 0 0 0 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
80 5 0 3 29 00 0 0 0 0 0
0 22 0 75 0
7:15 AM 0 2 3 6
0 0 0 39 9 07:00 AM 0 0 1 4 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
1 0
0 0
0 0
0 0
13 4
12 2
N
S Stanislaus St
E Market St
E Market StS Stanislaus St
E Market St
S Stanislaus St
1,041TEV:

0.72PHF: 0
215
8 224
564
1 0
0 0
0 154
0 52
512
0 564
323
0 108
94 51
253
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 0 0
010 0 0 0
0000
0 0
0 00
1 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
20 0 1 00 0
3 000 0 0
1 0
0 0
Peak Hour
0 2Count Total
0 1000 00 0 0 0
1 1
8:45 AM
0 0 0 0
2 8:30 AM
00 0 0 00 0
0 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
000 0
2 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
21 0
Interval
Start
E Market St E Market St S Stanislaus St S Stanislaus St 15-min
Total
Rolling
One Hour
9 0 0 0 11 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 26 0 51 0
Peak Hour 0 0 0 1
0 0 0 20 3 0Count Total 0 0 1 1 0 0 0
6 293 0 0 0 3 00 0 0 0 0 0
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
2 0 0 0 1 00 0 0 0 0 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
2 0 0 0 3 00 0 0 0 0 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
3 0 0 0 1 00 0 0 0 0 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 18
51 1 3 5 4 4
4 10
Peak Hour 0 0 7 6 13 1 0
0 3 1 6 10 7Count Total 0 0 15 10 25 2
0 0 10 0 0 0 0 05:45 PM 0 0 2 0 2
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
- - 2%HV% - 0% 0% 0% -
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 0 263 32 0 6 36564 0 1 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
3% - 0% 2% - 2%0% - -
Peak
Hour
All 0 17 111
1 0 0 494 62 0
0 0 6 0 13 00 0 0 0 6 1
0 859 0
HV 0 0 0 0 0
Count Total 0 25 181 121 0 1 0 11 643 0 1,539 0
158 75739 4 0 2 82 00 0 0 1 0 0
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
36 11 0 1 78 00 0 0 0 0 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
69 4 0 1 78 00 0 0 0 0 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
66 12 0 3 71 00 0 0 0 0 0
1 61 0 186 0
4:15 PM 0 5 18 15
0 0 0 86 6 04:00 PM 0 6 18 8 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
1 0
0 1
0 0
0 0
4 5
4 5
N
S Stanislaus St
E Market St
E Market StS Stanislaus St
E Market St
S Stanislaus St
859TEV:

0.82PHF: 0
365
6 371
280
0 0
0 1
1 149
0 32
263
0 295
430
0 64
111
17 192
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 0 0
020 0 0 0
0010
0 0
0 01
0 THLT
00001000
0 00
0 0
0 0 0
0 0 0
0 THLT
30 0 1 00 1
6 000 2 1
0 0
0 0
Peak Hour
0 1Count Total
0 2000 00 0 0 0
1 2
5:45 PM
0 0 1 0
2 5:30 PM
00 0 0 00 0
1 3
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
4 5:00 PM
000 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
10 0 0 00 04:15 PM 0
0 0
0 0 0
2 04:00 PM
RT
13 0
Interval
Start
E Market St E Market St S Stanislaus St S Stanislaus St 15-min
Total
Rolling
One Hour
6 1 0 0 6 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 10 0 25 0
Peak Hour 0 0 0 0
0 0 0 13 2 0Count Total 0 0 0 0 0 0 0
2 112 0 0 0 0 00 0 0 0 0 0
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
2 0 0 0 1 00 0 0 0 0 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
3 0 0 0 0 00 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
2 1 0 0 1 00 0 0 0 0 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
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 15
01 2 4 4 1 10
15 0
Peak Hour 0 0 3 1 4 1 0
0 2 3 6 7 1Count Total 4 0 4 1 9 1
0 3 00 0 0 0 0 18:45 AM 0 0 0 0 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
- - 38%HV% - 0% 0% - -
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 8 0 0 9 50 0 0 0 0 0
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 1 0 0 4 00 0 0 0 3 0
0 176 0
HV 0 0 0 0 0
Count Total 0 74 137 2 0 0 0 15 9 0 253 0
28 1311 2 0 0 1 00 0 0 0 1 0
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
2 0 0 2 3 00 0 0 0 0 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
2 0 0 2 1 00 0 0 0 0 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 3 00 0 0 0 0 0
0 0 0 13 0
7:15 AM 0 5 6 0
0 0 0 1 0 27:00 AM 0 4 6 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
1 1
0 1
0 0
0 0
10 0
1 4
N
S Grant St
E Market St
E Market StS Grant St
E Market St
S Grant St
176TEV:

0.7PHF: 0
5 9
14 60
0 0
0 0
0 111
0 0
8 0
8 5
0 0
102
52 154
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
001 0 0 0
001 0 0 0
0000
0 0
0 00
0 THLT
01000000
0 00
0 0
0 0 0
0 0 0
0 THLT
40 1 1 00 1
6 000 2 0
0 0
0 0
Peak Hour
1 2Count Total
0 3000 00 0 0 0
1 3
8:45 AM
0 1 0 0
4 8:30 AM
20 1 0 00 0
0 2
8:15 AM
0 0 0
1 0 0
0 0 0
0 0 0
3 8:00 AM
000 0
2 0
7:45 AM
0 1 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
1 07:00 AM
RT
4 0
Interval
Start
E Market St E Market St S Grant St S Grant St
15-min
Total
Rolling
One Hour
3 0 0 1 0 00 0 0 0 0 0

RTTHLT RTTHLTRT
1 0 0 9 0
Peak Hour 0 0 0 0
0 0 0 4 0 0Count Total 0 3 1 0 0 0 0
0 40 0 0 0 0 00 0 0 0 0 0
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
1 0 0 0 0 00 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 1 0 00 0 0 0 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 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 4
11 0 3 0 1 2
51 3
Peak Hour 1 0 0 0 1 2 0
0 3 0 6 0 1Count Total 2 0 0 0 2 3
0 16 10 0 0 0 0 05:45 PM 0 0 0 0 0
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
- - 0%HV% - 0% 1% 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 0 2 5 1 25 102 0 0 0 0 0
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 1 00 0 0 0 0 0
0 194 0
HV 0 0 1 0 0
Count Total 0 33 223 3 0 0 0 36 14 0 332 0
26 1620 2 0 2 0 00 0 0 0 0 0
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
2 1 0 1 2 00 0 0 0 0 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 1 0 5 2 00 0 0 0 0 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
1 1 1 6 2 00 0 0 0 0 0
3 1 0 34 0
4:15 PM 0 7 27 0
0 0 0 2 0 04:00 PM 0 7 21 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 1
0 0
0 0
2 1
1 0
N
S Grant St
E Market St
E Market StS Grant St
E Market St
S Grant St
194TEV:

0.84PHF: 0
10 25
36 27
1 0
0 0
0 155
0 5
2 0
7 12
0 2
125
24 151
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
020 0 0 0
030 0 0 0
0010
0 0
0 01
1 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
30 0 0 00 1
6 000 3 0
0 0
0 0
Peak Hour
0 0Count Total
0 3000 00 0 0 0
2 3
5:45 PM
0 2 0 0
2 5:30 PM
00 0 0 00 0
1 3
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
3 5:00 PM
000 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
10 0 0 00 04:15 PM 0
0 0
0 0 0
1 04:00 PM
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 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 0 0 2 0
Peak Hour 0 0 1 0
0 0 0 0 0 0Count Total 0 1 1 0 0 0 0
0 10 0 0 0 0 00 0 0 0 0 0
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 00 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 00 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 00 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
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 11
10 3 3 2 6 2
2 4
Peak Hour 0 0 3 5 8 0 0
0 0 6 7 4 13Count Total 1 0 5 6 12 1
3 0 00 0 0 1 1 08:45 AM 0 0 0 1 1
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
0% - 3%HV% - 0% 0% 0% -
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 0 102 9 0 4 3615 0 0 0 0 1
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 1 4 0 8 00 0 0 0 3 0
0 264 0
HV 0 0 0 0 0
Count Total 0 17 116 24 0 0 0 14 66 0 430 0
55 22320 5 0 0 13 00 0 0 0 0 0
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
30 1 0 2 7 00 0 0 0 1 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
28 1 0 0 10 00 0 0 0 0 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
16 2 0 2 5 00 0 0 0 0 0
8 2 0 37 0
7:15 AM 0 1 4 4
0 1 0 20 0 07:00 AM 0 5 1 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
3 0
0 0
0 0
0 0
2 1
6 2
N
N Aurora St
E Market St
E Market StAurora St S
E Market St
N Aurora St
264TEV:

0.78PHF: 0
36 4
40 111
0 0
0 0
0 101
0 9
102
0 112
52 1
15 88
9 112
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
010 0 0 0
0010
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
30 0 3 00 0
7 000 0 0
2 0
0 1
Peak Hour
0 6Count Total
0 5100 00 0 0 0
2 4
8:45 AM
0 0 0 0
3 8:30 AM
10 0 1 00 0
1 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
000 0
1 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
1 07:00 AM
RT
8 0
Interval
Start
E Market St E Market St Aurora St S N Aurora St
15-min
Total
Rolling
One Hour
3 0 0 1 4 00 0 0 0 0 0

RTTHLT RTTHLTRT
1 5 0 12 0
Peak Hour 0 0 0 0
0 0 0 5 0 0Count Total 0 0 1 0 0 0 0
1 60 0 0 0 1 00 0 0 0 0 0
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 00 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 2 00 0 0 0 0 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 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 9
11 2 4 2 5 1
1 3
Peak Hour 0 0 2 0 2 1 0
0 1 3 9 4 9Count Total 1 0 7 1 9 5
2 0 00 0 0 0 0 15:45 PM 0 0 1 0 1
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
0% - 2%HV% - 0% 0% 0% 0%
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 0 115 28 1 7 5321 1 0 0 0 2
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 00 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
68 31023 4 1 1 12 10 0 0 0 1 0
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
28 7 1 0 13 10 0 0 0 0 0
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
31 9 0 5 20 00 0 0 0 1 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
32 3 0 3 9 00 0 0 0 0 0
4 7 0 83 0
4:15 PM 0 6 21 6
0 0 0 40 8 04:00 PM 0 4 17 3 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
1 1
0 1
0 0
0 0
1 1
5 2
N
N Aurora St
E Market St
E Market StAurora St S
E Market St
N Aurora St
359TEV:

0.93PHF: 1
53 7
62 142
1 0
0 0
1 140
1 28
115
0 145
76 2
21 104
26 151
1 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 0 0
221 0 0 0
0100
0 0
0 00
0 THLT
00000000
0 10
0 0
0 0 0
0 0 0
0 THLT
40 1 1 00 1
9 000 1 0
0 0
0 0
Peak Hour
1 2Count Total
0 4000 00 0 0 0
2 4
5:45 PM
0 0 0 0
4 5:30 PM
00 0 0 00 0
2 6
5:15 PM
0 1 0
0 0 0
0 1 1
0 0 0
5 5:00 PM
000 0
2 0
4:45 PM
0 0 0 1
0 4:30 PM
20 0 1 00 04:15 PM 1
0 0
0 0 0
1 04:00 PM
RT
2 0
Interval
Start
E Market St E Market St Aurora St S N Aurora St
15-min
Total
Rolling
One Hour
2 0 0 0 0 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 1 0 9 0
Peak Hour 0 0 0 0
0 0 0 7 0 0Count Total 0 1 0 0 0 0 0
1 11 0 0 0 0 00 0 0 0 0 0
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 00 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
1 0 0 0 0 00 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
2 0 0 0 1 00 0 0 0 0 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
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 3
10 2 6 1 0 1
2 1
Peak Hour 0 0 0 0 0 4 0
0 2 3 9 1 0Count Total 0 0 1 5 6 4
0 0 00 0 0 0 0 08:45 AM 0 0 1 3 4
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
- - 0%HV% - 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 0 90 8 0 15 395 0 0 0 0 0
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 00 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
50 22815 1 0 5 11 00 0 0 0 0 0
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
24 2 0 5 8 00 0 0 0 0 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
14 2 0 2 11 00 0 0 0 0 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
10 2 0 2 10 20 0 0 0 0 0
1 5 2 16 0
7:15 AM 0 5 8 1
0 0 1 3 0 07:00 AM 0 2 2 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
1 0
0 0
0 0
0 0
1 1
0 1
N
S Union St
E Market St
E Market StS Union St
E Market St
S Union St
245TEV:

0.91PHF: 0
39 15
54 98
0 0
0 0
0 103
0 8
90 0
98 44
0 5
80 8
93 0
0 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
202 0 0 0
202 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
60 0 1 10 0
9 011 1 0
0 0
0 0
Peak Hour
0 2Count Total
0 6000 00 0 0 0
3 6
8:45 AM
0 0 0 0
4 8:30 AM
20 0 0 10 0
1 4
8:15 AM
0 0 0
0 0 1
2 0 1
0 0 0
3 8:00 AM
000 0
1 0
7:45 AM
0 0 0 0
0 7:30 AM
20 0 0 01 17:15 AM 0
0 0
0 0 0
0 07:00 AM
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 00 0 0 0 0 0

RTTHLT RTTHLTRT
1 4 0 6 0
Peak Hour 0 0 0 0
0 0 0 1 0 0Count Total 0 0 0 0 0 0 0
4 41 0 0 1 2 00 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 00 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 00 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 2 00 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 Market St E Market St S Union St S Union St
15-min
Total
Rolling
One HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 8
30 0 2 1 4 0
0 3
Peak Hour 1 0 4 1 6 2 0
0 3 4 9 1 4Count Total 1 0 6 2 9 2
0 0 00 0 0 0 0 05:45 PM 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
- - 5%HV% - 0% 1% 0% -
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 0 87 27 0 16 917 0 0 0 0 0
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 1 0 6 00 0 0 0 4 0
2 389 0
HV 0 0 1 0 0
Count Total 0 28 238 11 0 0 0 41 150 2 685 0
63 31515 4 0 4 15 00 0 0 0 0 0
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
22 4 0 6 13 00 0 0 0 0 1
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
19 4 0 5 20 00 0 0 0 0 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
25 8 0 2 28 20 0 0 0 0 0
8 17 0 76 0
4:15 PM 0 4 34 2
0 0 1 27 4 04:00 PM 0 3 16 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
0 3
4 1
N
S Union St
E Market St
E Market StS Union St
E Market St
S Union St
389TEV:

0.93PHF: 2
91 16
109
104
0 0
0 0
0 185
0 27
87 0
114
98 0
7 142
17 166
2 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
200 0 0 0
200 0 0 0
0000
1 0
1 00
0 THLT
01002000
0 00
0 0
0 0 0
0 0 0
0 THLT
20 0 0 00 0
9 000 3 0
2 0
0 0
Peak Hour
0 4Count Total
0 5000 00 0 0 0
3 5
5:45 PM
0 1 0 0
3 5:30 PM
10 0 1 00 0
1 2
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
4 5:00 PM
000 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
3 04:00 PM
RT
6 0
Interval
Start
E Market St E Market St S Union St S Union St
15-min
Total
Rolling
One Hour
4 0 0 0 1 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 2 0 9 0
Peak Hour 0 0 1 0
0 0 0 6 0 0Count Total 0 0 1 0 0 0 0
0 30 0 0 0 0 00 0 0 0 0 0
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
1 0 0 0 0 00 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 1 00 0 0 0 0 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
1 0 0 0 0 00 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
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 13
10 0 1 9 0 3
5 1
Peak Hour 0 0 1 0 1 1 0
0 0 1 2 14 0Count Total 2 0 1 0 3 1
0 1 00 0 0 0 0 38:45 AM 1 0 0 0 1
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
- - 13%HV% - 0% 0% 0% -
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 0 8 9 1 12 42 0 0 0 0 0
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 00 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
27 1160 2 0 3 1 00 0 0 0 0 0
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
3 0 0 2 2 00 0 0 0 0 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 3 0 7 0 00 0 0 0 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 2 0 1 2 00 0 0 0 0 0
1 1 0 4 0
7:15 AM 0 1 6 0
0 0 0 1 0 07:00 AM 0 0 1 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
3 1
0 9
N
S Pilgrim St
E Market St
E Market StS Pilgrim St
E Market St
S Pilgrim St
142TEV:

0.67PHF: 0
4 12
17 15
1 0
0 0
0 121
0 9
8 0
17 6
0 2
100
6 108
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
001 0 0 0
001 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
1 0
0 0 0
0 0 0
0 THLT
10 0 0 00 0
2 000 0 0
0 0
0 0
Peak Hour
0 1Count Total
0 0000 00 0 0 0
0 1
8:45 AM
0 0 0 0
1 8:30 AM
00 0 0 00 0
0 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
2 8:00 AM
100 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
10 0 1 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
1 0
Interval
Start
E Market St E Market St S Pilgrim St S Pilgrim St
15-min
Total
Rolling
One Hour
1 0 0 0 0 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 0 0 3 0
Peak Hour 0 0 0 0
0 0 0 1 0 0Count Total 0 1 1 0 0 0 0
1 20 0 0 0 0 00 0 0 0 0 0
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 00 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 00 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 00 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 9
11 0 1 8 0 0
1 2
Peak Hour 1 0 0 0 1 0 0
0 1 0 1 12 0Count Total 1 0 0 0 1 0
0 0 10 0 0 0 0 25:45 PM 0 0 0 0 0
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
- - 0%HV% - 0% 1% 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 0 11 10 0 15 83 0 0 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 0% 0% 0%- - -
Peak
Hour
All 0 11 172
0 0 0 17 24 0
0 0 0 0 1 00 0 0 0 0 0
1 231 0
HV 0 0 1 0 0
Count Total 0 18 296 6 0 0 0 30 17 1 409 0
45 1952 3 0 5 2 00 0 0 0 0 0
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
2 1 0 3 1 00 0 0 0 0 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
1 4 0 8 0 00 0 0 0 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
2 2 0 2 4 00 0 0 0 0 0
6 3 0 41 0
4:15 PM 0 3 41 1
0 0 0 1 4 04:00 PM 0 3 24 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 1
0 0
0 0
0 1
0 8
N
S Pilgrim St
E Market St
E Market StS Pilgrim St
E Market St
S Pilgrim St
231TEV:

0.93PHF: 1
8 15
24 22
0 0
0 0
0 197
0 10
11 0
21 11
0 3
172
11 186
1 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 0 00 1
1 000 1 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 1
5:45 PM
0 0 0 0
1 5:30 PM
00 0 0 00 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
100 1
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
0 04:00 PM
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 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 0 0 1 0
Peak Hour 0 0 1 0
0 0 0 0 0 0Count Total 0 0 1 0 0 0 0
0 00 0 0 0 0 00 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 00 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 00 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 00 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
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 13
20 0 1 3 0 8
12 9
Peak Hour 0 0 25 20 45 1 0
0 0 0 1 7 0Count Total 1 0 51 52 104 1
0 2 00 0 0 0 0 08:45 AM 0 0 13 11 24
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
- - 3%HV% - 0% 0% 0% -
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 0 815 39 0 77 59119 0 0 0 0 0
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 4 16 0 45 00 0 0 0 25 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
326 1,515148 7 0 20 126 00 0 0 0 0 0
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
203 10 0 18 149 00 0 0 0 0 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
225 13 0 15 154 00 0 0 0 0 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
116 3 0 16 103 00 0 0 0 0 0
12 77 0 173 0
7:15 AM 0 2 4 1
0 0 0 77 3 07:00 AM 0 0 3 1 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
8 2
0 3
N
S Airport Way
E Market St
E Market StS Airport Way
E Market St
S Airport Way
1,643TEV:

0.9PHF: 0
591
77 668
841
0 0
0 0
0 192
0 39
815
0 854
610
0 19
76 26
121
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
010 0 0 0
010 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 0 00 0
1 000 0 0
0 0
0 0
Peak Hour
0 0Count Total
0 1000 00 0 0 0
1 1
8:45 AM
0 0 0 0
0 8:30 AM
00 0 0 00 0
0 0
8:15 AM
0 0 0
0 0 0
0 1 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
45 0
Interval
Start
E Market St E Market St S Airport Way S Airport Way
15-min
Total
Rolling
One Hour
25 0 0 4 16 00 0 0 0 0 0

RTTHLT RTTHLTRT
9 43 0 104 0
Peak Hour 0 0 0 0
0 0 0 50 1 0Count Total 0 1 0 0 0 0 0
24 5813 0 0 3 8 00 0 0 0 0 0
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
4 0 0 1 7 00 0 0 0 0 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
8 0 0 1 2 00 0 0 0 0 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
3 0 0 1 7 00 0 0 0 0 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 20
41 0 1 7 4 5
7 9
Peak Hour 1 0 18 10 29 0 0
0 1 0 1 14 9Count Total 1 0 29 19 49 0
0 0 00 0 0 0 0 25:45 PM 0 0 3 1 4
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
- - 2%HV% - 0% 1% 0% -
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 0 845 53 0 97 68822 0 0 0 0 0
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 2 8 0 29 00 0 0 0 18 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
374 1,669147 23 0 17 152 00 0 0 0 0 0
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
166 7 0 31 205 00 0 0 0 0 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
225 15 0 29 194 00 0 0 0 0 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
205 11 0 27 165 00 0 0 0 0 0
15 142 0 425 0
4:15 PM 0 8 32 2
0 0 0 217 14 04:00 PM 0 4 29 4 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 1
0 0
0 0
5 4
4 7
N
S Airport Way
E Market St
E Market StS Airport Way
E Market St
S Airport Way
1,864TEV:

0.91PHF: 0
688
97 785
868
0 0
0 0
0 286
0 53
845
0 898
710
0 22
136
23 181
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00001000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 0 00 1
1 000 1 0
0 0
0 0
Peak Hour
0 0Count Total
0 0000 00 0 0 0
0 0
5:45 PM
0 0 0 0
0 5:30 PM
00 0 0 00 0
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
000 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
1 04:00 PM
RT
29 0
Interval
Start
E Market St E Market St S Airport Way S Airport Way
15-min
Total
Rolling
One Hour
18 0 0 2 8 00 0 0 0 0 0

RTTHLT RTTHLTRT
4 15 0 49 0
Peak Hour 0 0 1 0
0 0 0 29 0 0Count Total 0 0 1 0 0 0 0
4 203 0 0 0 1 00 0 0 0 0 0
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
2 0 0 0 3 00 0 0 0 0 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
6 0 0 0 2 00 0 0 0 0 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
1 0 0 1 3 00 0 0 0 0 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
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 5
22 1 4 0 1 2
7 3
Peak Hour 4 0 2 0 6 1 0
0 2 1 4 0 1Count Total 10 0 4 2 16 1
0 0 00 0 0 0 0 08:45 AM 3 0 0 0 3
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
- - 7%HV% - 0% 2% 0% -
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 0 15 15 1 23 72 0 0 0 0 0
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 6 00 0 0 0 1 1
0 255 0
HV 0 0 4 0 0
Count Total 0 20 296 4 0 0 0 41 8 0 412 0
45 2341 1 0 1 0 00 0 0 0 0 0
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
7 7 1 6 3 00 0 0 0 0 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
3 3 0 8 1 00 0 0 0 0 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
1 1 0 7 1 00 0 0 0 0 0
3 0 0 24 0
7:15 AM 0 1 23 1
0 0 0 1 1 07:00 AM 0 0 19 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 1
1 1
0 0
0 0
2 2
1 0
N
S Sierra Nevada St
E Market St
E Market StS Sierra Nevada
St
E Market St
S Sierra Nevada
St
255TEV:

0.89PHF: 0
7 23
31 30
1 0
0 0
0 216
0 15
15 0
30 9
0 2
178
14 194
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
001 0 0 0
001 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
41 1 0 00 1
4 000 1 1
0 0
0 0
Peak Hour
1 0Count Total
0 4000 00 0 0 0
1 4
8:45 AM
0 0 0 0
3 8:30 AM
10 1 0 00 0
2 2
8:15 AM
0 1 1
0 0 0
1 0 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
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
1 1 0 0 0 00 0 0 0 0 0

RTTHLT RTTHLTRT
2 0 0 16 0
Peak Hour 0 0 4 0
0 0 0 2 2 0Count Total 0 0 10 0 0 0 0
3 60 0 0 0 0 00 0 0 0 0 0
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 00 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
1 1 0 0 0 00 0 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
1 1 0 2 0 00 0 0 0 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 5
36 3 9 0 1 1
3 5
Peak Hour 4 0 0 2 6 0 0
0 10 4 15 2 3Count Total 5 0 0 4 9 1
2 0 00 0 0 0 0 05:45 PM 0 0 0 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
- - 0%HV% - 0% 2% 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 0 20 15 0 70 265 0 0 0 0 0
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 2 0 0 6 00 0 0 0 0 0
0 419 0
HV 0 0 4 0 0
Count Total 0 47 481 11 0 0 0 115 31 0 758 0
88 3525 5 0 13 2 00 0 0 0 0 0
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
3 3 0 11 1 00 0 0 0 0 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
8 3 0 13 4 00 0 0 0 0 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
5 5 0 13 10 00 0 0 0 0 0
12 0 0 87 0
4:15 PM 0 5 62 2
0 0 0 9 9 04:00 PM 0 11 45 1 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
2 1
3 3
0 0
0 0
1 3
1 0
N
S Sierra Nevada St
E Market St
E Market StS Sierra Nevada
St
E Market St
S Sierra Nevada
St
419TEV:

0.94PHF: 0
26 70
96 43
0 0
0 0
0 345
0 15
20 0
35 31
0 5
260
23 288
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
001 0 0 0
0000
0 0
0 00
0 THLT
00100000
0 00
0 0
0 0 0
0 0 0
0 THLT
93 1 2 00 3
15 000 5 5
0 0
0 0
Peak Hour
2 2Count Total
0 11000 00 0 0 0
5 11
5:45 PM
0 2 2 0
7 5:30 PM
00 0 0 00 0
6 9
5:15 PM
0 2 2
0 0 0
1 0 0
0 0 0
4 5:00 PM
000 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
21 0 0 00 14:15 PM 0
0 0
0 0 0
1 04:00 PM
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 2 0 00 0 0 0 0 0

RTTHLT RTTHLTRT
4 0 0 9 0
Peak Hour 0 0 4 0
0 0 0 0 0 0Count Total 0 0 5 0 0 0 0
0 30 0 0 0 0 00 0 0 0 0 0
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 1 0 00 0 0 0 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 1 0 00 0 0 0 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 00 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
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 7
20 0 0 2 1 2
4 4
Peak Hour 3 0 35 27 65 0 0
0 1 0 1 3 2Count Total 14 0 77 72 163 0
0 0 00 0 1 0 1 08:45 AM 4 0 9 12 25
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
- - 5%HV% - 0% 2% 0% -
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 0 686 63 0 118 62350 0 0 0 0 0
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 1 26 0 65 00 0 0 0 33 2
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
412 1,693193 13 0 22 144 00 0 0 0 0 0
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
194 19 0 23 164 00 0 0 0 0 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
169 14 0 31 145 00 0 0 0 0 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
84 11 0 18 96 00 0 0 0 0 0
6 112 0 244 0
7:15 AM 0 1 17 16
0 0 0 96 9 07:00 AM 0 2 6 13 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
0 0
0 0
0 0
0 0
2 2
1 2
N
S Wilson Way
E Market St
E Market StS Wilson Way
E Market St
S Wilson Way
1,695TEV:

0.94PHF: 0
623
118
741
701
0 0
0 0
0 321
0 63
686
0 749
673
0 50
140
15 205
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
00 0 0 00 0
1 000 0 1
0 0
0 0
Peak Hour
0 0Count Total
0 1110 00 0 0 0
0 0
8:45 AM
0 0 0 0
0 8:30 AM
00 0 0 00 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
0 07:00 AM
RT
65 0
Interval
Start
E Market St E Market St S Wilson Way S Wilson Way
15-min
Total
Rolling
One Hour
33 2 0 1 26 00 0 0 0 0 0

RTTHLT RTTHLTRT
2 70 0 163 0
Peak Hour 0 0 3 0
0 0 0 69 8 0Count Total 0 1 11 2 0 0 0
25 737 2 0 0 12 00 0 0 0 0 0
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
11 1 0 0 6 00 0 0 0 0 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
7 0 0 1 8 00 0 0 0 0 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
8 2 0 1 7 00 0 0 0 0 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 HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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 20
120 2 2 1 5 2
3 18
Peak Hour 5 0 30 14 49 0 0
0 0 2 3 2 6Count Total 8 0 52 29 89 1
1 0 30 0 0 0 0 15:45 PM 0 0 5 2 7
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
- - 3%HV% - 3% 1% 1% -
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 0 850 112 0 188 81475 0 0 0 0 0
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 2 12 0 49 00 0 0 0 25 5
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
515 2,191191 29 0 33 196 00 0 0 0 0 0
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
207 21 0 48 203 00 0 0 0 0 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
201 33 0 42 205 00 0 0 0 0 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
211 25 0 43 190 00 0 0 0 0 0
43 205 0 521 0
4:15 PM 0 7 51 17
0 0 0 194 21 04:00 PM 0 3 43 12 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound 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
2 0
0 0
0 0
0 0
2 12
5 1
N
S Wilson Way
E Market St
E Market StS Wilson Way
E Market St
S Wilson Way
2,315TEV:

0.95PHF: 0
814
188
1,002
888
0 0
0 0
0 538
0 112
850
0 962
889
0 75
238
38 351
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
100 0 0 0
0100
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
20 0 2 00 0
3 000 0 0
0 0
0 0
Peak Hour
0 2Count Total
0 1000 00 0 0 0
0 2
5:45 PM
0 0 0 0
2 5:30 PM
00 0 0 00 0
1 2
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
2 5:00 PM
100 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
1 04:00 PM
RT
49 0
Interval
Start
E Market St E Market St S Wilson Way S Wilson Way
15-min
Total
Rolling
One Hour
25 5 0 2 12 00 0 0 0 0 0

RTTHLT RTTHLTRT
2 27 0 89 0
Peak Hour 0 1 3 1
0 0 0 44 8 0Count Total 0 1 5 2 0 0 0
7 324 1 0 0 2 00 0 0 0 0 0
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
5 1 0 1 2 00 0 0 0 0 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
7 3 0 0 2 00 0 0 0 0 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
9 0 0 0 7 00 0 0 0 0 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
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 HourEastbound 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 11 0 0 0 00 0 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
75 3350 19 0 0 0 00 0 0 0 0 0
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 7 00 0 0 0 0 0
0 357 0
HV 0 0 5 2 0 0
0 0 37 0 0 016 0 0 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - - - - 2%- - - - - -HV% - - 2% 13% -
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 30 0 0 0 0 0
5 8
Peak Hr 7 0 0 0 7 1 0
0 0 0 3 1 1Count Total 24 0 1 0 25 3
20 0 1 1 1 0
0 1
0 0
0 0
0 2
1 1
N
S Eugenia St
E Market St
E Market StS Eugenia St
E Market St
357TEV:

0.92PHF:
0 0 0
341
0 37
037
16 0
16 304320
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
E Market St E Market St S Eugenia St N/A
15-min
Total
Rolling
One HourEastbound Westbound
0 0 0 5 0
7:15 AM 0 0 5 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
6 0
7:30 AM 0 0 1 1 0 0 0
0 1 0 0 0 00 0 0 0 0 0
0 0 0 0 0 0
0 0 0 2 0
7:45 AM 0 0 2 0
0 0 0 0 0 0
0 0 0 1 11
8:15 AM 0 0 1 1
0 0 0 0 0 0
2 15
8:00 AM 0 0 0 1 0 0 0
0 0 0 0 0 0
2 7
8:30 AM 0 0 2 0 0 0 0
0 0 0 0 0 00 0 0 0 0 0
0 0 0 0 0 0
0 0 0 2 7
8:45 AM 0 0 4 1
0 0 0 0 0 0
5 100 0 0 0 0 0
0 0 0 25 0
Peak Hour 0 0 5 2
0 0 0 0 1 0Count Total 0 0 20 4 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
7 0
Interval
Start
E Market St E Market St S Eugenia St N/A
15-min
Total
Rolling
One HourEastbound
0 0 0 0 0 00 0 0 0 0 0
0 0 1 0
7:15 AM 0 1 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
7:00 AM 0 1 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
8:15 AM 0 1 0 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 1
8:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 1 1
8:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
10 0 0 0 0 0
Count Total 0 3 0 0 0 0 0 0
0 1 00 0 0 0 0 0Peak Hour 0 1 0 0 0
0 0 0 0 3 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
1 1
8 5
1 0
19 11
WB - -
NB 0.0% 0.95
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB 1.2% 0.91
Date: 04/03/2024
Peak Hour Count Period: 4:00 PM 6:00 PM

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 1.2% 0.92
TH RT
4:00 PM 0 0 102 2 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound Westbound Northbound Southbound
0 0 0 0 0 0
0 0 0 110 0
4:15 PM 0 0 120 2
0 0 0 0 6 0
0 0 0 144 0
4:45 PM 0 0 150 3
0 0 0 0 11 0
133 0
4:30 PM 0 0 131 2 0 0 0
0 11 0 0 0 0
163 550
5:00 PM 0 0 149 5 0 0 0
0 10 0 0 0 00 0 0 0 0 0
0 0 0 0 0 0
0 0 0 164 604
5:15 PM 0 0 114 7
0 0 0 0 10 0
0 0 0 134 584
5:45 PM 0 0 101 3
0 0 0 0 6 0
123 594
5:30 PM 0 0 124 4 0 0 0
0 2 0 0 0 0
111 5320 7 0 0 0 00 0 0 0 0 0
Count Total 0 0 991 28 0 0 0 0 0 0 1,082 0
Peak
Hour
All 0 0 550
0 0 0 0 63 0
0 0 0 0 7 00 0 0 0 0 0
0 604 0
HV 0 0 5 2 0 0
0 0 42 0 0 012 0 0 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - - - - 1%- - - - - -HV% - - 1% 17% -
1 1
4:15 PM 2 0 0 0 2 0 0
0 0 0 0 0 0
West North South
4:00 PM 2 0 0 0 2 0
EB WB NB SB Total East
4:45 PM 3 0 0 0 3
0 0 0 0 0 1
1 4:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
3 3
5:15 PM 5 0 0 0 5 0 0
0 0 0 0 0 2
0 0 1
5:00 PM 2 0 0 0 2 0
0 0 0 0 0 0
5:45 PM 0 0 0 0 0
0 0 0 0 0 1
1 5:30 PM 1 0 0 0 1 0 0 0
0 0 0 0 0 4
0 0 00 0 0 0 0 0
8 9
Peak Hr 7 0 0 0 7 0 0
0 0 0 0 0 2Count Total 15 0 0 0 15 0
60 0 0 0 2 3
0 0
0 0
0 0
3 6
2 0
N
S Eugenia St
E Market St
E Market StS Eugenia St
E Market St
604TEV:

0.92PHF:
0 0 0
592
0 42
042
12 0
12 550562
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
E Market St E Market St S Eugenia St N/A
15-min
Total
Rolling
One HourEastbound Westbound
0 0 0 2 0
4:15 PM 0 0 1 1
0 0 0 0 0 0
TH RT
4:00 PM 0 0 1 1 0 0 0

UT LT TH RT UT LT
2 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0
4:45 PM 0 0 2 1
0 0 0 0 0 0
0 0 0 2 7
5:15 PM 0 0 5 0
0 0 0 0 0 0
3 7
5:00 PM 0 0 2 0 0 0 0
0 0 0 0 0 0
5 10
5:30 PM 0 0 1 0 0 0 0
0 0 0 0 0 00 0 0 0 0 0
0 0 0 0 0 0
0 0 0 1 11
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 80 0 0 0 0 0
0 0 0 15 0
Peak Hour 0 0 5 2
0 0 0 0 0 0Count Total 0 0 12 3 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
7 0
Interval
Start
E Market St E Market St S Eugenia St N/A
15-min
Total
Rolling
One HourEastbound
0 0 0 0 0 00 0 0 0 0 0
0 0 0 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0

ATTACHMENT B
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
1 0
2 2
2 5
15 6
40 1 3 2 0 0
2 10
Peak Hour 6 0 0 1 7 2 0
0 0 1 4 2 1Count Total 20 0 0 1 21 3
0 2 30 0 0 0 0 08:45 AM 3 0 0 0 3
1 1 1 0 0 1
2 8:30 AM 2 0 0 0 2 0 0 0
0 0 2 0 0 0
0 1
8:15 AM 1 0 0 0 1 2 0
0 0 0 0 1 0
0 0 0
8:00 AM 1 0 0 1 2 0
0 0 0 0 0 0
1 0 0
2 7:30 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 4 1
EB WB NB SB Total East
7:45 AM 2 0 0 0 2
0 0 0
- - 0%HV% - 0% 2% 0% -
0 1
7:15 AM 7 0 0 0 7 0 0
0 0 0 1 0 0
West North South
7:00 AM 4 0 0
0 0 3 2 0 5 5412 0 0 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 2% - 2%- - -
Peak
Hour
All 0 54 256
0 0 0 4 2 0
0 0 1 0 7 00 0 0 0 0 0
0 386 0
HV 0 0 6 0 0
Count Total 0 95 399 23 0 0 0 10 90 0 623 0
90 3670 0 0 4 13 00 0 0 0 0 0
5 17 0 104 386
8:45 AM 0 14 56 3
0 0 0 0 1 0
87 342
8:30 AM 0 13 65 3 0 0 0
0 0 0 0 11 00 0 0 0 0 0
0 13 0 86 308
8:15 AM 0 16 56 4
0 0 0 2 1 0
109 256
8:00 AM 0 4 63 3 0 0 0
1 0 0 0 13 00 0 0 0 0 0
0 13 0 60 0
7:45 AM 0 21 72 2
0 0 0 0 0 0
53 0
7:30 AM 0 6 37 4 0 0 0
0 0 0 1 4 00 0 0 0 0 0
0 6 0 34 0
7:15 AM 0 13 31 4
0 0 0 1 0 07:00 AM 0 8 19 0 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
E Market St E Market St Della St Della 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% 0.67
TOTAL 1.8% 0.89
TH RT
WB - -
NB 0.0% 0.42
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 1.9% 0.85
0 1
1 1
0 0
0 0
0 0
0 0
0 4
0 2
N
Della St
E Market St
E Market StDella St
E Market St
Della St
386TEV:

0.89PHF: 0
54 5
59 57
0 0
0 0
0 263
0 2
3 0
5 66
0 12
256
54 322
0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
011 0 0 0
021 0 0 0
0010
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
30 0 0 10 0
4 010 0 0
0 1
0 0
Peak Hour
0 0Count Total
0 3000 00 0 0 0
1 3
8:45 AM
0 0 0 0
2 8:30 AM
20 0 0 00 0
0 0
8:15 AM
0 0 0
1 1 0
0 0 0
0 0 0
1 8:00 AM
000 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
00 0 0 00 07:15 AM 0
0 0
0 0 0
1 07:00 AM
RT
7 0
Interval
Start
E Market St E Market St Della St Della St
15-min
Total
Rolling
One Hour
0 0 0 0 1 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 1 0 21 0
Peak Hour 0 0 6 0
0 0 0 0 0 0Count Total 0 2 16 2 0 0 0
3 80 0 0 0 0 00 0 0 0 0 0
0 0 0 2 7
8:45 AM 0 0 3 0
0 0 0 0 0 0
1 5
8:30 AM 0 0 2 0 0 0 0
0 0 0 0 0 00 0 0 0 0 0
0 1 0 2 11
8:15 AM 0 0 1 0
0 0 0 0 0 0
2 13
8:00 AM 0 0 1 0 0 0 0
0 0 0 0 0 00 0 0 0 0 0
0 0 0 0 0
7:45 AM 0 0 2 0
0 0 0 0 0 0
7 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 0
0 0 0 4 0
7:15 AM 0 0 5 2
0 0 0 0 0 0
TH RT
7:00 AM 0 2 2 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 Della St Della St
15-min
Total
Rolling
One HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
0 0
2 2
0 0
5 4
11 0 1 1 0 2
3 1
Peak Hour 7 0 0 1 8 0 0
0 2 0 2 1 0Count Total 10 0 0 1 11 0
0 0 00 0 0 0 0 05:45 PM 1 0 0 0 1
0 1 0 0 0 0
1 5:30 PM 0 0 0 0 0 0 0 1
0 0 0 0 0 1
1 0
5:15 PM 3 0 0 1 4 0 0
0 0 0 0 1 0
0 0 0
5:00 PM 2 0 0 0 2 0
0 0 0 0 0 0
0 0 0
0 4:30 PM 0 0 0 0 0 0 0 1
0 0 0 0 0 1
0 1 0
EB WB NB SB Total East
4:45 PM 2 0 0 0 2
0 1 0
- 0% 0%HV% - 0% 1% 0% -
0 0
4:15 PM 1 0 0 0 1 0 0
0 0 0 0 0 0
West North South
4:00 PM 1 0 0
0 1 1 1 0 34 4418 0 0 0 0 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 2% - 1%- - -
Peak
Hour
All 0 55 511
0 0 1 3 1 0
0 0 1 0 8 00 0 0 0 0 0
0 665 0
HV 0 0 7 0 0
Count Total 0 86 944 43 0 0 0 36 74 0 1,188 0
122 5941 0 0 0 6 00 0 0 0 0 0
1 8 0 138 646
5:45 PM 0 3 106 6
0 0 0 1 0 0
148 665
5:30 PM 0 7 114 7 0 0 0
0 1 0 9 13 00 0 0 0 0 0
12 11 0 186 658
5:15 PM 0 6 113 6
0 0 0 1 0 0
174 594
5:00 PM 0 18 141 3 0 0 0
0 0 0 11 9 00 0 0 0 0 1
2 11 0 157 0
4:45 PM 0 16 133 4
0 0 0 0 0 0
141 0
4:30 PM 0 15 124 5 0 0 0
0 0 0 1 11 00 0 0 0 0 0
0 5 0 122 0
4:15 PM 0 11 113 5
0 0 0 0 0 04:00 PM 0 10 100 7 0 0 0

UT LT TH RT UT LT
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
E Market St E Market St Della St Della 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% 0.85
TOTAL 1.2% 0.89
TH RT
WB - -
NB 0.0% 0.75
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 1.2% 0.90
0 0
0 0
0 0
0 0
1 0
0 0
2 1
0 1
N
Della St
E Market St
E Market StDella St
E Market St
Della St
665TEV:

0.89PHF: 0
44 34
78 56
0 0
0 0
0 546
0 1
1 1
3 62
0 18
511
55 584
1 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
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
000 0 0 0
000 0 0 0
0000
0 0
0 00
0 THLT
00000000
0 00
0 0
0 0 0
0 0 0
0 THLT
10 0 0 01 0
2 001 0 1
0 0
0 0
Peak Hour
0 0Count Total
0 1000 00 0 0 0
1 1
5:45 PM
0 0 1 0
1 5:30 PM
00 0 0 00 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
000 0
1 0
4:45 PM
1 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 0
0 04:00 PM
RT
8 0
Interval
Start
E Market St E Market St Della St Della St
15-min
Total
Rolling
One Hour
0 0 0 0 1 00 0 0 0 0 0

RTTHLT RTTHLTRT
0 1 0 11 0
Peak Hour 0 0 7 0
0 0 0 0 0 0Count Total 0 0 10 0 0 0 0
1 70 0 0 0 0 00 0 0 0 0 0
0 0 0 0 8
5:45 PM 0 0 1 0
0 0 0 0 0 0
4 8
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 1 00 0 0 0 0 0
0 0 0 2 5
5:15 PM 0 0 3 0
0 0 0 0 0 0
2 4
5:00 PM 0 0 2 0 0 0 0
0 0 0 0 0 00 0 0 0 0 0
0 0 0 0 0
4:45 PM 0 0 2 0
0 0 0 0 0 0
1 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 00 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
www.idaxdata.com
Peak Hour: 7:45 AM to 8:45 AM
Date: 04/03/2024
SB 0.0% 0.55
Count Period: 7:00 AM to 9:00 AM
SEB
WB 1.6% 0.87
NB - -
HV %: PHF
EB 1.1% 0.92
TOTAL 1.4% 0.95
Peak Hour
- -
N
722TEV:

0.95PHF:

E Market St
E Main St
261
0 248
0 4
2 7
0 437
248
0 0
0 436
1 0
0 E Main St
S Locust St
0 0
E Market St
E Market St
0 0
2 5
0 0
0 0
0 24
5 3
0 0
0 0
24 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
www.idaxdata.com
Two-Hour Count Summaries
0 0
0 464
594
667
722
680
0 0
0 0
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Interval Start
E Market St E Main St S Locust St E Market St

UT LT BLUT HL LT TH RT UT LT TH BR
E Main St 15-min
Total
Rolling
Eastbound Westbound Northbound Southbound Southeastbound One RT Hour
0 0 0 0

HR UT HL BL BR HRTH RT UT LT TH RT
19 7:15 AM 0 1 0 29 0
0 0 0 0 0 610 0 0 0 0 634 0 0 0 0 0
0 0 89
7:00 AM 0 2 0
0 33 0 0
0 0 8 0 0 00 0 0 0 0 00 0 0 51 0 0
0 126
7:45 AM 0 2 0 69 0 0 0
0 13 0 0 0 00 0 0 0 0 00 0 77 0 0 0
188
7:30 AM 0 3
1 0 0 0
11 0 0 0 0 00 0 0 0 0 00 106 0 0 0 0
8:15 AM 0 1 1 57 0
0 0 0 0 0 1910 0 0 0 0 3126 0 0 0 0 0
0 0 162
8:00 AM 0 3 3 55
0 67 1 0
0 0 6 0 0 00 0 0 0 0 00 0 0 96 1 0
0 181
8:45 AM 0 0 1 56 2 0 0
0 4 0 0 0 00 0 0 0 0 00 0 108 0 0 0
146
8:30 AM 0 1
7 0 0 0 0 00 0 0 0 0 00 80 0 0 0 0
Count Total 0 13 5 385 4 0 0 0 0 0 0 0 0 1,1440 0 0 0 0 58678 1 0 0 0 0 0 0 0 722
- 1%
HV 0 0 0 3 0
0 0 0 24 0 00 0 0 0 0 02 0 0 0 436 1All 0 7 4
0% -
0 0 0 0 0 00 0 0 0 0 00 0 0 7 0 0
Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) - 0% - - - -- - - - - -- - 2% 0% - -
Peak
Hour
248
0 0 10
HV% - 0% 0% 1%
Total
7:00 AM 2 1 0 1 0 4 1 0
Total East West North South NorthwestTotal EB WB NB SB SEBStart EB WB NB SB SEB 0 0 0 2 1 013 0 0 0 0 0
2 2 0
7:15 AM 5 4 0 4 0
0 0 0 1 0 1
7:45 AM 1 1 0 0 0
1 0 0 1 0 17:30 AM 0 1 0 0 0 1 0 0
0 4 0 0
0 0 0 0 0 02 0 0 0 0 0
1 2 0
0 0 0 1 3 03 0 0 0 0 0
1 1 0
8:15 AM 1 2 0 0 0
0 0 0 0 0 08:00 AM 0 4 0 0
8:45 AM 2 2 0 1 0
0 0 0 0 0 08:30 AM 1 0 0 0 0 1 0 0
0 0 0 1 4 05 0 0 0 0 0
1 1 0
0 33 1 0
0 0 0 3 5 010 0 0 0 0 0
9 14 0
Peak Hr 3 7 0 0 0
1 0 0 2 0 2Count Total 12 15 0 6
5 3
4 0
2 4
2 5
25 8
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
0 0
0 20
20 10
10 13
0 0
Two-Hour Count Summaries - Bikes
0 0
0 2
1 1
0 0
0 0
Westbound Northbound Southbound Southeastbound One

UT HL LT TH RT
Interval Start
E Market St E Main St S Locust St E Market St n/a 15-min Total
Rolling
Eastbound
BR HR Hour
0 2 0 0

TH RT HR UT HL BLLT BL TH RT UT LTUT LT TH BR RT UT
0 4
7:15 AM 0 0 0 5 0 0 0
0 1 0 0 0 00 0 0 0 0 00 0 1 0 0 0
13 7:00 AM 0 0
0 0 0 0
4 0 0 0 0 00 0 0 0 0 00 4 0 0 0 0
7:45 AM 0 0 0 1 0
0 0 0 0 0 10 0 0 0 0 01 0 0 0 0 0
0 0 2
7:30 AM 0 0 0 0
0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 1 0 0
0 4
8:15 AM 0 0 0 1 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 4 0 0 0
3 8:00 AM 0 0
0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 2 0 0 0 0
8:45 AM 0 0 0 2 0
0 0 0 0 0 10 0 0 0 0 00 0 0 0 0 0
0 0 5
8:30 AM 0 0 0 1
0 0 1 0 0 00 0 0 0 0 00 0 0 2 0 0
Count Total 0 0 0 12 0 0
0 0 0 0
0 33
Peak Hour 0 0 0 3 0 0 0
0 6 0 0 0 00 0 0 0 0 00 0 15 0 0 0
TH
Rolling
Eastbound Westbound Northbound Southbound Southeastbound One 10 Interval Start
E Market St E Main St S Locust St E Market St n/a 15-min TotalUT HL
0 0 0 0 0 00 0 0 0 0 00 7
7:00 AM 0 0 0 1 0
UT HL BL BR HR HourRT UT LT TH RT HRBR RT UT LT BL TH
0 0 1

LT TH RT UT LT
0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
0 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
1 7:15 AM 0 0
0 0 0 0
0 0 0 0 0 00 1 0 0 0 00 0 0 0 0 0
8:00 AM 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
0 0 0
7:45 AM 0 0 0 0
0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
0 0
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
0 8:15 AM 0 0
0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 08:45 AM 0 0 0 0
0 0Count Total 0 0 0 1 0
0 0 0 0 0 0
0 0 2
Peak Hour 0 0 0 0 0 0
0 0 0 0 0 00 0 0 1 0 00 0 0 0
0 00 0 0 0 0 00 0 0 0 0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
www.idaxdata.com
Peak Hour: 4:45 PM to 5:45 PM
Date: 04/03/2024
SB 0.0% 0.72
Count Period: 4:00 PM to 6:00 PM
SEB
WB 1.0% 0.84
NB 0.0% 0.38
HV %: PHF
EB 1.5% 0.87
TOTAL 1.3% 0.88
Peak Hour
- -
N
958TEV:

0.88PHF:

E Market St
E Main St
530
0 474
0 4
0 52
1 402
476
0 0
0 401
1 0
0 E Main St
S Locust St
0 0
E Market St
E Market St
0 3
1 4
1 0
2 0
0 23
5 2
0 0
0 0
23 Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
www.idaxdata.com
Two-Hour Count Summaries
0 0
0 930
957
949
958
895
0 0
0 0
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Interval Start
E Market St E Main St S Locust St E Market St

UT LT BLUT HL LT TH RT UT LT TH BR
E Main St 15-min
Total
Rolling
Eastbound Westbound Northbound Southbound Southeastbound One RT Hour
0 0 0 0

HR UT HL BL BR HRTH RT UT LT TH RT
96 4:15 PM 0 1 2 113 1
0 0 0 0 0 2240 0 0 0 0 8115 0 0 0 0 0
0 0 228
4:00 PM 0 2 3
2 112 1 0
0 0 10 0 0 00 0 0 0 0 00 0 0 100 1 0
0 205
4:45 PM 0 22 1 122 0 0 0
0 7 0 0 0 00 0 1 0 0 00 0 77 0 0 0
273
4:30 PM 0 5
0 0 0 0
7 0 0 0 0 00 1 0 0 0 00 119 1 0 0 0
5:15 PM 0 7 1 113 0
0 0 0 0 0 2511 0 0 0 0 889 0 1 0 0 0
0 0 220
5:00 PM 0 19 1 132
1 107 0 0
0 0 6 0 0 00 0 0 0 0 00 0 0 93 0 0
0 214
5:45 PM 0 4 1 102 0 0 0
0 2 0 0 0 00 0 0 0 0 00 0 100 0 0 0
210
5:30 PM 0 4
6 0 0 0 0 00 2 0 0 0 00 95 0 0 0 0
Count Total 0 64 12 897 2 0 0 0 0 0 0 0 0 1,8255 0 0 0 0 54788 2 1 0 0 0 0 0 0 958
- 1%
HV 0 0 0 8 0
0 0 0 23 0 01 0 0 0 2 00 0 0 0 401 1All 0 52 4
- -
0 0 0 0 0 00 0 0 0 0 00 0 0 4 0 0
Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) - 0% - - - -- - 0% - - -- - 1% 0% 0% -
Peak
Hour
474
0 0 12
HV% - 0% 0% 2%
Total
4:00 PM 1 0 0 0 0 1 0 0
Total East West North South NorthwestTotal EB WB NB SB SEBStart EB WB NB SB SEB 1 0 5 0 5 14 0 1 0 0 0
1 0 0
4:15 PM 1 3 0 0 0
0 0 0 0 0 0
4:45 PM 3 0 0 0 0
0 0 0 0 0 04:30 PM 0 1 0 0 0 1 0 0
0 3 0 0
0 0 0 0 0 03 0 0 0 0 0
0 1 0
0 0 0 1 1 04 0 0 0 0 0
1 2 0
5:15 PM 3 1 0 0 0
0 0 0 0 0 15:00 PM 2 1 0 0
5:45 PM 1 1 0 0 0
0 0 0 0 0 05:30 PM 0 2 0 0 0 2 0 0
0 0 0 0 0 02 0 0 0 0 0
0 1 0
0 20 0 1
0 0 1 2 4 012 0 0 0 0 0
3 10 1
Peak Hr 8 4 0 0 0
0 0 0 1 0 6Count Total 11 9 0 0
1 11
1 0
4 2
1 0
20 7
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
0 0
0 9
11 11
12 11
0 0
Two-Hour Count Summaries - Bikes
0 0
0 1
1 0
0 0
0 0
Westbound Northbound Southbound Southeastbound One

UT HL LT TH RT
Interval Start
E Market St E Main St S Locust St E Market St n/a 15-min Total
Rolling
Eastbound
BR HR Hour
0 1 0 0

TH RT HR UT HL BLLT BL TH RT UT LTUT LT TH BR RT UT
0 1
4:15 PM 0 0 0 1 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
4 4:00 PM 0 0
0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 2 1 0 0 0
4:45 PM 0 0 0 3 0
0 0 0 0 0 10 0 0 0 0 01 0 0 0 0 0
0 0 3
4:30 PM 0 0 0 0
0 2 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
0 3
5:15 PM 0 0 0 3 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 1 0 0 0
4 5:00 PM 0 0
0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 1 0 0 0 0
5:45 PM 0 0 0 1 0
0 0 0 0 0 20 0 0 0 0 02 0 0 0 0 0
0 0 2
5:30 PM 0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 1 0 0
Count Total 0 0 0 11 0 0
0 0 0 0
0 20
Peak Hour 0 0 0 8 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 8 1 0 0
TH
Rolling
Eastbound Westbound Northbound Southbound Southeastbound One 12 Interval Start
E Market St E Main St S Locust St E Market St n/a 15-min TotalUT HL
0 0 0 0 0 00 0 0 0 0 00 4
4:00 PM 0 0 0 0 0
UT HL BL BR HR HourRT UT LT TH RT HRBR RT UT LT BL TH
0 0 0

LT TH RT UT LT
0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
0 1
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 1 0 0 0
0 4:15 PM 0 0
0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
5:00 PM 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
0 0 0
4:45 PM 0 0 0 0
0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
0 0
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
0 5:15 PM 0 0
0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 05:45 PM 0 0 0 0
0 0Count Total 0 0 0 0 0
0 0 0 0 0 0
0 0 1
Peak Hour 0 0 0 0 0 0
0 0 0 0 0 00 0 0 0 0 00 0 0 1
0 00 0 0 0 0 00 0 0 0 0 0
Project Manager: (415) 310-6469 [email protected]

ATTACHMENT B

APPENDIX C – EXISTING AND EXISTING BUILD CONDITIONS LEVEL OF SERVICE AND

QUEUEING ANALYSIS SHEETS

ATTACHMENT B
HCM Signalized Intersection Capacity Analysis Existing Conditions 2: S San Joaquin Street/N San Joaquin Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 13 25 28 55 175 0 0 119 117
Future Volume (vph) 0 0 0 13 25 28 55 175 0 0 119 117
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0
Lane Util. Factor 0.95 0.95 0.95
Frpb, ped/bikes 0.93 1.00 0.98
Flpb, ped/bikes 0.95 0.99 1.00
Frt 0.93 1.00 0.92
Flt Protected 0.99 0.98 1.00
Satd. Flow (prot) 2949 3481 3212
Flt Permitted 0.99 0.83 1.00
Satd. Flow (perm) 2949 2929 3212
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 0 14 27 30 60 190 0 0 129 127
RTOR Reduction (vph) 000000000000
Lane Group Flow (vph) 0000 7 100 2 5 000 2 5 60
Confl. Peds. (#/hr) 45 31 39 39
Turn Type Perm NA Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4 2
Actuated Green, G (s) 4.6 29.4 29.4
Effective Green, g (s) 4.6 29.4 29.4
Actuated g/C Ratio 0.07 0.42 0.42
Clearance Time (s) 5.0 5.0 5.0
Vehicle Extension (s) 0.2 0.2 0.2
Lane Grp Cap (vph) 193 1230 1349
v/s Ratio Prot 0.08
v/s Ratio Perm 0.02 c0.09
v/c Ratio 0.36 0.20 0.18
Uniform Delay, d1 31.3 12.8 12.7
Progression Factor 0.98 0.81 1.00
Incremental Delay, d2 0.4 0.3 0.3
Delay (s) 31.4 10.8 13.1
Level of Service C B B
Approach Delay (s/veh) 0.0 31.4 10.8 13.1
Approach LOS A C B B
Intersection Summary
HCM 2000 Control Delay (s/veh) 14.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.13
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 31.0% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
HCM Signalized Intersection Capacity Analysis Existing Conditions 3: S Sutter Street/N Sutter Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l u m e ( v p h ) 0009 3 06 2 0 6 400 9 4 2 4 F u t u r e V o l u m e ( v p h ) 0009 3 06 2 0 6 400 9 4 2 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0
Lane Util. Factor 0.95 1.00 0.95
Frpb, ped/bikes 0.99 1.00 0.98
Flpb, ped/bikes 0.98 0.98 1.00
Frt 0.98 1.00 0.96
Flt Protected 0.99 0.98 1.00
Satd. Flow (prot) 3381 1814 3372
Flt Permitted 0.99 0.91 1.00
Satd. Flow (perm) 3381 1679 3372
Peak-hour factor, PHF 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Adj. Flow (vph) 0 0 0 11 37 7 24 78 0 0 115 29
RTOR Reduction (vph) 000000000000
Lane Group Flow (vph) 0000 5 500 1 0 200 1 4 40
Confl. Peds. (#/hr) 36 13 69 69
Confl. Bikes (#/hr) 1
Turn Type Perm NA Perm NA NA
Protected Phases 2 4 4
Permitted Phases 2 4
Actuated Green, G (s) 15.0 19.0 19.0
Effective Green, g (s) 15.0 19.0 19.0
Actuated g/C Ratio 0.21 0.27 0.27
Clearance Time (s) 5.0 5.0 5.0
Vehicle Extension (s) 0.2 0.2 0.2
Lane Grp Cap (vph) 724 455 915
v/s Ratio Prot 0.04
v/s Ratio Perm 0.02 c0.06
v/c Ratio 0.07 0.22 0.15
Uniform Delay, d1 21.9 19.7 19.4
Progression Factor 0.46 0.70 1.00
Incremental Delay, d2 0.2 1.1 0.3
Delay (s) 10.5 15.0 19.7
Level of Service B B B
Approach Delay (s/veh) 0.0 10.5 15.0 19.7
Approach LOS ABBB
Intersection Summary
HCM 2000 Control Delay (s/veh) 16.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.09
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 22.8% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
HCM Signalized Intersection Capacity Analysis Existing Conditions 4: California Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 63 26 34 13 251 0 0 208 11
Future Volume (vph) 0 0 0 63 26 34 13 251 0 0 208 11
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0
Lane Util. Factor 0.95 0.95 0.95
Frpb, ped/bikes 0.99 1.00 0.99
Flpb, ped/bikes 0.99 0.99 1.00
Frt 0.95 1.00 0.99
Flt Protected 0.97 0.99 1.00
Satd. Flow (prot) 3274 3530 3509
Flt Permitted 0.97 0.93 1.00
Satd. Flow (perm) 3274 3303 3509
Peak-hour factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph) 0 0 0 73 30 40 15 292 0 0 242 13
RTOR Reduction (vph) 000000000000
Lane Group Flow (vph) 0000 1 4 300 3 0 700 2 5 50
Confl. Peds. (#/hr) 7 4 5 5
Turn Type Perm NA Perm NA NA
Protected Phases 4 2 6
Permitted Phases 4 2
Actuated Green, G (s) 15.0 19.0 19.0
Effective Green, g (s) 15.0 19.0 19.0
Actuated g/C Ratio 0.21 0.27 0.27
Clearance Time (s) 5.0 5.0 5.0
Vehicle Extension (s) 0.2 0.2 0.2
Lane Grp Cap (vph) 701 896 952
v/s Ratio Prot 0.07
v/s Ratio Perm 0.04 c0.09
v/c Ratio 0.20 0.34 0.26
Uniform Delay, d1 22.5 20.4 20.0
Progression Factor 1.49 0.77 1.00
Incremental Delay, d2 0.5 1.0 0.6
Delay (s) 34.3 16.8 20.7
Level of Service C B C
Approach Delay (s/veh) 0.0 34.3 16.8 20.7
Approach LOS A C B C
Intersection Summary
HCM 2000 Control Delay (s/veh) 21.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.17
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 28.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
HCM Signalized Intersection Capacity Analysis Existing Conditions 5: S American Street/N American Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 82 87 24 16 18 0 0 31 20
Future Volume (vph) 0 0 0 82 87 24 16 18 0 0 31 20
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0
Lane Util. Factor 0.95 1.00 1.00 1.00
Frpb, ped/bikes 0.99 1.00 1.00 0.97
Flpb, ped/bikes 0.87 0.99 1.00 1.00
Frt 0.98 1.00 1.00 0.85
Flt Protected 0.97 0.97 1.00 1.00
Satd. Flow (prot) 2953 1812 1863 1549
Flt Permitted 0.97 0.88 1.00 1.00
Satd. Flow (perm) 2953 1643 1863 1549
Peak-hour factor, PHF 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 Adj. Flow (vph) 0 0 0 139 147 41 27 31 0 0 53 34
RTOR Reduction (vph) 000000000000
Lane Group Flow (vph) 0000 3 2 700 5 800 5 3 3 4
Confl. Peds. (#/hr) 96 2 11 11
Turn Type Perm NA Perm NA NA Perm
Protected Phases 2 4 4
Permitted Phases 2 4 4
Actuated Green, G (s) 11.0 23.0 23.0 23.0
Effective Green, g (s) 11.0 23.0 23.0 23.0
Actuated g/C Ratio 0.16 0.33 0.33 0.33
Clearance Time (s) 5.0 5.0 5.0 5.0
Vehicle Extension (s) 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 464 539 612 508
v/s Ratio Prot 0.03
v/s Ratio Perm 0.11 c0.04 0.02
v/c Ratio 0.70 0.10 0.08 0.06
Uniform Delay, d1 27.9 16.3 16.2 16.1
Progression Factor 1.03 0.51 1.00 1.00
Incremental Delay, d2 8.5 0.4 0.2 0.2
Delay (s) 37.4 8.8 16.5 16.3
Level of Service D A B B
Approach Delay (s/veh) 0.0 37.4 8.8 16.4
Approach LOS A D A B
Intersection Summary
HCM 2000 Control Delay (s/veh) 30.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.18
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 24.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
HCM Signalized Intersection Capacity Analysis Existing Conditions 6: S Stanislaus Street/N Stanislaus Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 46 78 5 86 427 0 0 209 15
Future Volume (vph) 0 0 0 46 78 5 86 427 0 0 209 15
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0
Lane Util. Factor 0.95 0.95 0.95
Frpb, ped/bikes 0.99 1.00 0.99
Flpb, ped/bikes 0.99 0.99 1.00
Frt 0.99 1.00 0.98
Flt Protected 0.98 0.99 1.00
Satd. Flow (prot) 3448 3506 3498
Flt Permitted 0.98 0.82 1.00
Satd. Flow (perm) 3448 2908 3498
Peak-hour factor, PHF 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 Adj. Flow (vph) 0 0 0 64 108 7 119 593 0 0 290 21
RTOR Reduction (vph) 000040000080
Lane Group Flow (vph) 0000 1 7 500 7 1 200 3 0 40
Confl. Peds. (#/hr) 5 2 7 7
Turn Type Perm NA Perm NA NA
Protected Phases 1 2 2
Permitted Phases 1 2
Actuated Green, G (s) 25.0 35.0 35.0
Effective Green, g (s) 25.0 35.0 35.0
Actuated g/C Ratio 0.36 0.50 0.50
Clearance Time (s) 5.0 5.0 5.0
Vehicle Extension (s) 0.2 0.2 0.2
Lane Grp Cap (vph) 1231 1454 1749
v/s Ratio Prot 0.09
v/s Ratio Perm 0.05 c0.24
v/c Ratio 0.14 0.48 0.17
Uniform Delay, d1 15.2 11.5 9.5
Progression Factor 1.00 0.77 1.00
Incremental Delay, d2 0.2 1.0 0.2
Delay (s) 15.4 10.0 9.7
Level of Service B B A
Approach Delay (s/veh) 0.0 15.4 10.0 9.7
Approach LOS ABBA
Intersection Summary
HCM 2000 Control Delay (s/veh) 10.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.34
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 55.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
HCM 6th TWSC Existing Conditions
7: S Grant Street/N Grant Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 4.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 6 107 7 9 43 0 0 16 16
Future Vol, veh/h 0 0 0 6 107 7 9 43 0 0 16 16
C o n f l i c t i n g P e d s , # / h r 000205400004
Sign Control Stop Stop Stop Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 65 65 65 65 65 65 65 65 65 65 65 65
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 0 0 9 165 11 14 66 0 0 25 25
Major/Minor Major2 Minor1 Minor2
Conflicting Flow All 2 0 0 119 201 - - 196 97
Stage 1 - - - 2 2 - - 194 -
Stage 2 - - - 117 199 - - 2 -
Critical Hdwy 4.14 - - 7.54 6.54 - - 6.54 6.94
C r i t i c a l H d w y S t g 1 ------- 5 . 5 4-
Critical Hdwy Stg 2 - - - 6.54 5.54 - - - -
Follow-up Hdwy 2.22 - - 3.52 4.02 - - 4.02 3.32
Pot Cap-1 Maneuver 1619 - - 844 694 0 0 698 940
Stage 1 ----- 0 0 7 3 9-
Stage 2 - - - 875 735 0 0 - -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1616 - - 794 685 - - 689 936
Mov Cap-2 Maneuver - - - 794 685 - - 689 -
Stage 1 ------- 7 3 1-
Stage 2 - - - 818 727 - - - -
Approach WB NB SB
HCM Control Delay, s/v 0.4 10.8 9.8

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1
Capacity (veh/h) 702 1616 - - 794
HCM Lane V/C Ratio 0.114 0.006 - - 0.062
HCM Control Delay (s/veh) 10.8 7.2 0 - 9.8
HCM Lane LOS B A A - A
HCM 95th %tile Q (veh) 0.4 0 - - 0.2

ATTACHMENT B
HCM 6th TWSC Existing Conditions
8: S Aurora Street/N Aurora Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 6.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 9 103 4 24 103 0 0 34 6
Future Vol, veh/h 0 0 0 9 103 4 24 103 0 0 34 6
C o n f l i c t i n g P e d s , # / h r 000104200002
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 73 73 73 73 73 73 73 73 73 73 73 73
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 0 0 12 141 5 33 141 0 0 47 8
Major/Minor Major2 Minor1 Minor2
Conflicting Flow All 1 0 0 121 175 - - 173 79
Stage 1 - - - 1 1 - - 172 -
Stage 2 - - - 120 174 - - 1 -
Critical Hdwy 4.14 - - 7.54 6.54 - - 6.54 6.94
C r i t i c a l H d w y S t g 1 ------- 5 . 5 4-
Critical Hdwy Stg 2 - - - 6.54 5.54 - - - -
Follow-up Hdwy 2.22 - - 3.52 4.02 - - 4.02 3.32
Pot Cap-1 Maneuver 1620 - - 842 717 0 0 719 965
Stage 1 ----- 0 0 7 5 5-
Stage 2 - - - 872 754 0 0 - -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1618 - - 787 708 - - 710 961
Mov Cap-2 Maneuver - - - 787 708 - - 710 -
Stage 1 ------- 7 4 6-
Stage 2 - - - 804 745 - - - -
Approach WB NB SB
HCM Control Delay, s/v 0.6 11.6 10.3

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1
Capacity (veh/h) 722 1618 - - 739
HCM Lane V/C Ratio 0.241 0.008 - - 0.074
HCM Control Delay (s/veh) 11.6 7.2 0 - 10.3
HCM Lane LOS B A A - B
HCM 95th %tile Q (veh) 0.9 0 - - 0.2

ATTACHMENT B
HCM 6th AWSC Existing Conditions
9: Union Street & Main Street Timing Plan: AM PEAK
Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 12 96 14 9 90 0 0 66 9
Future Vol, veh/h 0 0 0 12 96 14 9 90 0 0 66 9
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 0 0 14 112 16 10 105 0 0 77 10
Number of Lanes 000020010010
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 2
Conflicting Approach Right SB WB
Conflicting Lanes Right 1 2 0
HCM Control Delay, s/veh 8.2 8.1 7.9

HCM LOS A A A
Lane NBLn1 WBLn1 WBLn2 SBLn1
Vol Left, % 9% 20% 0% 0%
Vol Thru, % 91% 80% 77% 88%
Vol Right, % 0% 0% 23% 12%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 99 60 62 75
LT Vol 9 12 0 0
Through Vol 90 48 48 66
RT Vol 0 0 14 9
Lane Flow Rate 115 70 72 87
G e o m e t r y G r p 2552
Degree of Util (X) 0.141 0.099 0.097 0.105
Departure Headway (Hd) 4.402 5.092 4.833 4.342
Convergence, Y/N Yes Yes Yes Yes
Cap 817 706 744 828
Service Time 2.412 2.807 2.548 2.354
HCM Lane V/C Ratio 0.141 0.099 0.097 0.105
HCM Control Delay, s/veh 8.1 8.4 8.1 7.9
HCM Lane LOS AAAA
HCM 95th-tile Q 0.5 0.3 0.3 0.4

ATTACHMENT B
HCM 6th TWSC Existing Conditions
10: Pilgrim Street & Main Street Timing Plan: AM PEAK
Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 1.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 0009 1 2 253700 1 10
F u t u r e V o l , v e h / h 0009 1 2 253700 1 10
C o n f l i c t i n g P e d s , # / h r 000404300003
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 70 70 70 70 70 70 70 70 70 70 70 70
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 0 0 13 174 7 4 10 0 0 16 0
Major/Minor Major2 Minor1 Minor2
Conflicting Flow All 4 0 0 128 215 - - 212 98
Stage 1 - - - 4 4 - - 208 -
Stage 2 - - - 124 211 - - 4 -
Critical Hdwy 4.14 - - 7.54 6.54 - - 6.54 6.94
C r i t i c a l H d w y S t g 1 ------- 5 . 5 4-
Critical Hdwy Stg 2 - - - 6.54 5.54 - - - -
Follow-up Hdwy 2.22 - - 3.52 4.02 - - 4.02 3.32
Pot Cap-1 Maneuver 1616 - - 832 682 0 0 684 939
Stage 1 ----- 0 0 7 2 9-
Stage 2 - - - 867 726 0 0 - -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1610 - - 809 670 - - 672 935
Mov Cap-2 Maneuver - - - 809 670 - - 672 -
Stage 1 ------- 7 2 0-
Stage 2 - - - 840 717 - - - -
Approach WB NB SB
HCM Control Delay, s/v 0.5 10.2 10.5

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1
Capacity (veh/h) 706 1610 - - 672
HCM Lane V/C Ratio 0.02 0.008 - - 0.023
HCM Control Delay (s/veh) 10.2 7.3 0 - 10.5
HCM Lane LOS B A A - B
HCM 95th %tile Q (veh) 0.1 0 - - 0.1

ATTACHMENT B
HCM 6th Signalized Intersection Summary Existing Conditions 11: Airport Way & Main Street Timing Plan: AM PEAK
Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 35 103 64 18 788 0 0 662 15 Future Volume (veh/h) 0 0 0 35 103 64 18 788 0 0 662 15 I n i t i a l Q ( Q b ) , v e h 000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 38 111 69 19 847 0 0 712 16
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 62 183 116 70 2666 0 0 2790 63
Arrive On Green 0.10 0.10 0.10 1.00 1.00 0.00 0.00 0.79 0.79 Sat Flow, veh/h 599 1765 1118 36 3480 0 0 3646 80
Grp Volume(v), veh/h 117 0 101 458 408 0 0 356 372
Grp Sat Flow(s),veh/h/ln 1840 0 1642 1814 1617 0 0 1777 1856 Q Serve(g_s), s 5.5 0.0 5.3 0.0 0.0 0.0 0.0 4.8 4.8
Cycle Q Clear(g_c), s 5.5 0.0 5.3 0.0 0.0 0.0 0.0 4.8 4.8 Prop In Lane 0.33 0.68 0.04 0.00 0.00 0.04
Lane Grp Cap(c), veh/h 191 0 170 1466 1270 0 0 1395 1457 V/C Ratio(X) 0.61 0.00 0.60 0.31 0.32 0.00 0.00 0.26 0.26 Avail Cap(c_a), veh/h 450 0 401 1466 1270 0 0 1395 1457 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.95 0.95 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 38.6 0.0 38.5 0.0 0.0 0.0 0.0 2.6 2.6 Incr Delay (d2), s/veh 1.2 0.0 1.2 0.5 0.6 0.0 0.0 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 0.0 2.2 0.2 0.2 0.0 0.0 1.2 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 39.8 0.0 39.8 0.5 0.6 0.0 0.0 3.0 3.0 LnGrp LOS D D A A A A
Approach Vol, veh/h 218 866 728
Approach Delay, s/veh 39.8 0.6 3.0
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 75.7 14.3 75.7
Change Period (Y+Rc), s 5.0 5.0 5.0
Max Green Setting (Gmax), s 58.0 22.0 58.0
Max Q Clear Time (g_c+I1), s 2.0 7.5 6.8
Green Ext Time (p_c), s 0.8 0.7 0.7
Intersection Summary
HCM 6th Ctrl Delay, s/veh 6.3
HCM 6th LOS A

ATTACHMENT B
HCM 6th TWSC Existing Conditions
12: Sierra Nevada Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 9 172 12 17 17 0 0 33 11
Future Vol, veh/h 0 0 0 9 172 12 17 17 0 0 33 11
C o n f l i c t i n g P e d s , # / h r 000 1 306000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 0 0 10 198 14 20 20 0 0 38 13
Major/Minor Major2 Minor1 Minor2
Conflicting Flow All 13 0 0 151 251 - - 244 112
Stage 1 - - - 13 13 - - 231 -
Stage 2 - - - 138 238 - - 13 -
Critical Hdwy 4.14 - - 7.54 6.54 - - 6.54 6.94
C r i t i c a l H d w y S t g 1 ------- 5 . 5 4-
Critical Hdwy Stg 2 - - - 6.54 5.54 - - - -
Follow-up Hdwy 2.22 - - 3.52 4.02 - - 4.02 3.32
Pot Cap-1 Maneuver 1604 - - 802 651 0 0 657 920
Stage 1 ----- 0 0 7 1 2-
Stage 2 - - - 851 707 0 0 - -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1584 - - 742 635 - - 641 915
Mov Cap-2 Maneuver - - - 742 635 - - 641 -
Stage 1 ------- 7 0 3-
Stage 2 - - - 788 698 - - - -
Approach WB NB SB
HCM Control Delay, s/v 0.3 10.6 10.6

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 WBL WBT WBR SBLn1
Capacity (veh/h) 684 1584 - - 693
HCM Lane V/C Ratio 0.057 0.007 - - 0.073
HCM Control Delay (s/veh) 10.6 7.3 0 - 10.6
HCM Lane LOS B A A - B
HCM 95th %tile Q (veh) 0.2 0 - - 0.2

ATTACHMENT B
HCM 6th Signalized Intersection Summary Existing Conditions 13: S Wilson Way & Main Street Timing Plan: AM PEAK
Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 115 122 209 32 730 0 0 648 20 Future Volume (veh/h) 0 0 0 115 122 209 32 730 0 0 648 20 I n i t i a l Q ( Q b ) , v e h 000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 119 126 215 33 753 0 0 668 21
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 283 331 270 570 2547 0 0 2520 79
Arrive On Green 0.17 0.17 0.17 1.00 1.00 0.00 0.00 0.72 0.72 Sat Flow, veh/h 1644 1921 1566 754 3647 0 0 3610 111
Grp Volume(v), veh/h 129 116 215 33 753 0 0 337 352
Grp Sat Flow(s),veh/h/ln 1788 1777 1566 754 1777 0 0 1777 1850 Q Serve(g_s), s 5.8 5.2 11.9 0.4 0.0 0.0 0.0 6.0 6.0
Cycle Q Clear(g_c), s 5.8 5.2 11.9 6.4 0.0 0.0 0.0 6.0 6.0 Prop In Lane 0.92 1.00 1.00 0.00 0.00 0.06
Lane Grp Cap(c), veh/h 308 306 270 570 2547 0 0 1273 1326 V/C Ratio(X) 0.42 0.38 0.80 0.06 0.30 0.00 0.00 0.26 0.27 Avail Cap(c_a), veh/h 457 454 400 570 2547 0 0 1273 1326 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.93 0.93 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 33.2 33.0 35.7 0.3 0.0 0.0 0.0 4.5 4.5 Incr Delay (d2), s/veh 0.3 0.3 3.7 0.2 0.3 0.0 0.0 0.5 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 2.2 4.7 0.0 0.1 0.0 0.0 2.0 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.6 33.3 39.5 0.5 0.3 0.0 0.0 5.0 5.0 LnGrp LOS C C D A A A A
Approach Vol, veh/h 460 786 689
Approach Delay, s/veh 36.3 0.3 5.0
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 69.5 20.5 69.5
Change Period (Y+Rc), s 5.0 5.0 5.0
Max Green Setting (Gmax), s 57.0 23.0 57.0
Max Q Clear Time (g_c+I1), s 8.4 13.9 8.0
Green Ext Time (p_c), s 2.5 0.9 1.7
Intersection Summary
HCM 6th Ctrl Delay, s/veh 10.5
HCM 6th LOS B

ATTACHMENT B
HCM Signalized Intersection Capacity Analysis Existing Conditions 14: Market Street/E Market Street & Main St/Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR Lane Configurations
T r a f f i c V o l u m e ( v p h ) 0000 4 4 0088000 3 4 F u t u r e V o l u m e ( v p h ) 0000 4 4 0088000 3 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0
Lane Util. Factor 0.95 1.00 1.00
Frpb, ped/bikes 1.00 1.00 0.98
Flpb, ped/bikes 1.00 0.99 1.00
Frt 1.00 1.00 0.86
Flt Protected 1.00 0.97 1.00
Satd. Flow (prot) 3539 1813 1584
Flt Permitted 1.00 0.97 1.00
Satd. Flow (perm) 3539 1813 1584
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 A d j . F l o w ( v p h ) 0000 4 7 8099000 3 7
RTOR Reduction (vph) 0000000 1 7000 3 5
Lane Group Flow (vph) 0000 4 7 80010002
Confl. Peds. (#/hr) 5 1 1
Turn Type NA Perm NA Perm
Protected Phases 6 4 5
Permitted Phases 5 5
Actuated Green, G (s) 26.4 2.3 2.3
Effective Green, g (s) 26.4 2.3 2.3
Actuated g/C Ratio 0.68 0.06 0.06
Clearance Time (s) 5.0 5.0
Vehicle Extension (s) 2.0 2.0
Lane Grp Cap (vph) 2414 107 94
v/s Ratio Prot c0.14
v/s Ratio Perm 0.00 c0.00
v/c Ratio 0.19 0.00 0.02
Uniform Delay, d1 2.2 17.1 17.1
Progression Factor 1.00 1.00 1.00
Incremental Delay, d2 0.1 0.0 0.0
Delay (s) 2.3 17.1 17.1
Level of Service A B B
Approach Delay (s/veh) 0.0 2.3 17.1 17.1
Approach LOS AABB
Intersection Summary
HCM 2000 Control Delay (s/veh) 3.9 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.28
Actuated Cycle Length (s) 38.7 Sum of lost time (s) 20.0 Intersection Capacity Utilization 32.4% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
HCM 6th TWSC Existing Conditions
15: B Street/E Washington Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 1.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 239 18 16 406 2 23 0 30 0 0 9
Future Vol, veh/h 3 239 18 16 406 2 23 0 30 0 0 9
C o n f l i c t i n g P e d s , # / h r 402204401104
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 3 257 19 17 437 2 25 0 32 0 0 10
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 443 0 0 278 0 0 532 752 141 612 760 228 Stage 1 - ----- 2 7 5 2 7 5- 4 7 6 4 7 6-
Stage 2 - ----- 2 5 7 4 7 7- 1 3 6 2 8 4-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 C r i t i c a l H d w y S t g 1 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- C r i t i c a l H d w y S t g 2 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1113 - - 1282 - - 430 338 881 377 334 775 Stage 1 - ----- 7 0 8 6 8 1- 5 3 9 5 5 5-
Stage 2 - ----- 7 2 5 5 5 4- 8 5 3 6 7 5-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1109 - - 1280 - - 415 329 878 356 325 769 Mov Cap-2 Maneuver - ----- 4 1 5 3 2 9- 3 5 6 3 2 5-
Stage 1 - ----- 7 0 4 6 7 8- 5 3 5 5 4 3-
Stage 2 - ----- 7 0 0 5 4 2- 8 1 8 6 7 2-
Approach EB WB NB SB
HCM Control Delay, s/v 0.1 0.4 11.7 9.7

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 592 1109 - - 1280 - - 769
HCM Lane V/C Ratio 0.096 0.003 - - 0.013 - - 0.013
HCM Control Delay (s/veh) 11.7 8.3 0 - 7.9 0.1 - 9.7
HCM Lane LOS B A A - A A - A
HCM 95th %tile Q (veh) 0.3 0 - - 0 - - 0

ATTACHMENT B
HCM 6th TWSC Existing Conditions
16: E Lafayette Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 2.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 36 224 4 18 370 0 13 10 17 0 4 42
Future Vol, veh/h 36 224 4 18 370 0 13 10 17 0 4 42
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 40 246 4 20 407 0 14 11 19 0 4 46
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 407 0 0 250 0 0 574 775 125 656 777 204 Stage 1 - ----- 3 2 8 3 2 8- 4 4 7 4 4 7-
Stage 2 - ----- 2 4 6 4 4 7- 2 0 9 3 3 0-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 C r i t i c a l H d w y S t g 1 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- C r i t i c a l H d w y S t g 2 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1148 - - 1313 - - 402 327 902 351 327 803 Stage 1 - ----- 6 5 9 6 4 6- 5 6 0 5 7 2-
Stage 2 - ----- 7 3 6 5 7 2- 7 7 4 6 4 4-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1148 - - 1313 - - 357 307 902 319 307 803 Mov Cap-2 Maneuver - ----- 3 5 7 3 0 7- 3 1 9 3 0 7-
Stage 1 - ----- 6 3 2 6 2 0- 5 3 7 5 6 1-
Stage 2 - ----- 6 7 4 5 6 1- 7 1 4 6 1 8-
Approach EB WB NB SB
HCM Control Delay, s/v 1.2 0.5 13.8 10.5

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 455 1148 - - 1313 - - 704
HCM Lane V/C Ratio 0.097 0.034 - - 0.015 - - 0.072
HCM Control Delay (s/veh) 13.8 8.2 0.1 - 7.8 0.1 - 10.5 HCM Lane LOS B A A - A A - B
HCM 95th %tile Q (veh) 0.3 0.1 - - 0 - - 0.2

ATTACHMENT B
HCM Signalized Intersection Capacity Analysis Existing Conditions 17: Main Street & D Street Timing Plan: AM PEAK
Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
T r a f f i c V o l u m e ( v p h ) 3 2 6 2 4 0 2567
F u t u r e V o l u m e ( v p h ) 3 2 6 2 4 0 2567
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 5.0 5.0 5.0
Lane Util. Factor 0.95 0.95 1.00
Frt 1.00 0.99 0.92
Flt Protected 0.99 1.00 0.97
Satd. Flow (prot) 3537 3533 1689
Flt Permitted 0.94 1.00 0.97
Satd. Flow (perm) 3356 3533 1689
Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91
A d j . F l o w ( v p h ) 3 2 8 8 4 4 2578
RTOR Reduction (vph) 002080
Lane Group Flow (vph) 0 291 44 5070
Turn Type Perm NA NA Perm
Protected Phases 2 6
Permitted Phases 2 4
Actuated Green, G (s) 9.6 9.6 0.6
Effective Green, g (s) 9.6 9.6 0.6
Actuated g/C Ratio 0.48 0.48 0.03
Clearance Time (s) 5.0 5.0 5.0
Vehicle Extension (s) 6.0 6.0 2.0
Lane Grp Cap (vph) 1594 1679 50
v/s Ratio Prot c0.13
v/s Ratio Perm 0.09 c0.00
v/c Ratio 0.18 0.26 0.14
Uniform Delay, d1 3.0 3.1 9.5
Progression Factor 1.00 1.00 1.00
Incremental Delay, d2 0.1 0.2 0.4
Delay (s) 3.2 3.4 10.0
Level of Service A A B
Approach Delay (s/veh) 3.2 3.4 10.0
Approach LOS A A B
Intersection Summary
HCM 2000 Control Delay (s/veh) 3.5 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.26
Actuated Cycle Length (s) 20.2 Sum of lost time (s) 10.0 Intersection Capacity Utilization 22.9% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
HCM 6th TWSC Existing Conditions
18: Marsh Street/E Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 1.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 231 1 12 372 42 0 0 10 28 3 10
Future Vol, veh/h 16 231 1 12 372 42 0 0 10 28 3 10
C o n f l i c t i n g P e d s , # / h r 201102000001
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 19 275 1 14 443 50 0 0 12 33 4 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 495 0 0 277 0 0 568 838 139 674 813 250 Stage 1 - ----- 3 1 5 3 1 5- 4 9 8 4 9 8-
Stage 2 - ----- 2 5 3 5 2 3- 1 7 6 3 1 5-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 C r i t i c a l H d w y S t g 1 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- C r i t i c a l H d w y S t g 2 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1065 - - 1283 - - 406 301 884 340 311 750 Stage 1 - ----- 6 7 1 6 5 4- 5 2 3 5 4 3-
Stage 2 - ----- 7 2 9 5 2 9- 8 0 9 6 5 4-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1063 - - 1282 - - 384 289 883 326 299 748 Mov Cap-2 Maneuver - ----- 3 8 4 2 8 9- 3 2 6 2 9 9-
Stage 1 - ----- 6 5 6 6 4 0- 5 1 1 5 3 4-
Stage 2 - ----- 7 0 1 5 2 0- 7 8 1 6 4 0-
Approach EB WB NB SB
HCM Control Delay, s/v 0.6 0.3 9.1 16

HCM LOS A C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 883 1063 - - 1282 - - 375
HCM Lane V/C Ratio 0.013 0.018 - - 0.011 - - 0.13
HCM Control Delay (s/veh) 9.1 8.4 0.1 - 7.8 0.1 - 16
HCM Lane LOS A A A - A A - C
HCM 95th %tile Q (veh) 0 0.1 - - 0 - - 0.4

ATTACHMENT B
HCM 6th TWSC Existing Conditions
19: Alma Street/F Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 13 262 0 18 386 10 0 2 13 5 4 3
Future Vol, veh/h 13 262 0 18 386 10 0 2 13 5 4 3
C o n f l i c t i n g P e d s , # / h r 405504005502
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 14 285 0 20 420 11 0 2 14 5 4 3
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 435 0 0 290 0 0 572 793 153 647 788 222 Stage 1 - ----- 3 1 8 3 1 8- 4 7 0 4 7 0-
Stage 2 - ----- 2 5 4 4 7 5- 1 7 7 3 1 8-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 C r i t i c a l H d w y S t g 1 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- C r i t i c a l H d w y S t g 2 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1121 - - 1269 - - 403 320 866 356 322 782 Stage 1 - ----- 6 6 8 6 5 2- 5 4 3 5 5 8-
Stage 2 - ----- 7 2 8 5 5 6- 8 0 8 6 5 2-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1117 - - 1263 - - 384 306 858 336 308 778 Mov Cap-2 Maneuver - ----- 3 8 4 3 0 6- 3 3 6 3 0 8-
Stage 1 - ----- 6 5 5 6 3 9- 5 3 3 5 4 4-
Stage 2 - ----- 7 0 3 5 4 2- 7 7 6 6 3 9-
Approach EB WB NB SB
HCM Control Delay, s/v 0.5 0.4 10.3 14.9

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 692 1117 - - 1263 - - 378
HCM Lane V/C Ratio 0.024 0.013 - - 0.015 - - 0.035
HCM Control Delay (s/veh) 10.3 8.3 0.1 - 7.9 0.1 - 14.9 HCM Lane LOS B A A - A A - B
HCM 95th %tile Q (veh) 0.1 0 - - 0 - - 0.1

ATTACHMENT B
HCM Signalized Intersection Capacity Analysis Existing Conditions 20: S Filbert Street & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 55 220 4 5 358 250 12 49 5 242 26 54 Future Volume (vph) 55 220 4 5 358 250 12 49 5 242 26 54 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 5.0 5.0 5.0
Lane Util. Factor 0.95 0.95 1.00 1.00 1.00
Frpb, ped/bikes 0.99 0.98 0.99 1.00 0.98
Flpb, ped/bikes 0.99 0.99 1.00 1.00 1.00
Frt 0.99 0.93 0.98 1.00 0.89
Flt Protected 0.99 0.99 0.99 0.95 1.00
Satd. Flow (prot) 3494 3285 1825 1770 1656
Flt Permitted 0.76 0.95 0.99 0.95 1.00
Satd. Flow (perm) 2705 3129 1825 1770 1656
Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 56 224 4 5 365 255 12 50 5 247 27 55
RTOR Reduction (vph) 0100 1 0 900300 4 20
Lane Group Flow (vph) 0 283 0 0 516 0 0 64 0 247 40 0
Confl. Peds. (#/hr) 7 2 2 7 7 13 13 7
Confl. Bikes (#/hr) 1
Turn Type Perm NA Perm NA Split NA Split NA
Protected Phases 2 6 4 4 3 3
Permitted Phases 2 6
Actuated Green, G (s) 20.9 20.9 5.4 13.4 13.4
Effective Green, g (s) 20.9 20.9 5.4 13.4 13.4
Actuated g/C Ratio 0.38 0.38 0.10 0.24 0.24
Clearance Time (s) 6.0 6.0 5.0 5.0 5.0
Vehicle Extension (s) 6.0 6.0 2.0 2.0 2.0
Lane Grp Cap (vph) 1014 1174 176 425 398
v/s Ratio Prot c0.04 c0.14 0.02
v/s Ratio Perm 0.10 c0.16
v/c Ratio 0.27 0.43 0.36 0.58 0.10
Uniform Delay, d1 12.1 13.0 23.5 18.6 16.4
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.4 0.7 0.4 1.3 0.0
Delay (s) 12.5 13.7 24.0 19.9 16.5
Level of Service B B C B B
Approach Delay (s/veh) 12.5 13.7 24.0 19.1
Approach LOS B B C B
Intersection Summary
HCM 2000 Control Delay (s/veh) 15.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.48
Actuated Cycle Length (s) 55.7 Sum of lost time (s) 16.0 Intersection Capacity Utilization 62.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
HCM 6th TWSC Existing Conditions
21: Burkett Avenue & Main Street Timing Plan: AM PEAK
Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 1 9 4 2 0 1 4 1 3 5 8 1 1 292652 1 3 F u t u r e V o l , v e h / h 1 9 4 2 0 1 4 1 3 5 8 1 1 292652 1 3 C o n f l i c t i n g P e d s , # / h r 700007201102
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 2 0 4 4 2 1 5 1 4 6 1 2 1 392652 1 4
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 632 0 0 457 0 0 827 1150 230 917 1151 322 Stage 1 - ----- 4 9 0 4 9 0- 6 5 4 6 5 4-
Stage 2 - ----- 3 3 7 6 6 0- 2 6 3 4 9 7-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 C r i t i c a l H d w y S t g 1 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- C r i t i c a l H d w y S t g 2 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 947 - - 1100 - - 264 197 772 227 197 674 Stage 1 - ----- 5 2 9 5 4 7- 4 2 2 4 6 1-
Stage 2 - ----- 6 5 1 4 5 8- 7 1 9 5 4 3-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 941 - - 1100 - - 246 186 771 213 186 668 Mov Cap-2 Maneuver - ----- 2 4 6 1 8 6- 2 1 3 1 8 6-
Stage 1 - ----- 5 1 4 5 3 1- 4 0 7 4 4 9-
Stage 2 - ----- 6 2 1 4 4 6- 6 8 9 5 2 7-
Approach EB WB NB SB
HCM Control Delay, s/v 0.5 0.3 17.4 15.2

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 308 941 - - 1100 - - 373
HCM Lane V/C Ratio 0.058 0.021 - - 0.012 - - 0.056
HCM Control Delay (s/veh) 17.4 8.9 0.1 - 8.3 0.1 - 15.2 HCM Lane LOS C A A - A A - C
HCM 95th %tile Q (veh) 0.2 0.1 - - 0 - - 0.2

ATTACHMENT B
HCM 6th TWSC Existing Conditions
22: Shasta Avenue & Main Street Timing Plan: AM PEAK
Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 2 4 2 654 5 9 75915202 F u t u r e V o l , v e h / h 2 4 2 654 5 9 75915202
C o n f l i c t i n g P e d s , # / h r 702207103301
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 2 4 6 854 6 5 65 1 015202
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 668 0 0 475 0 0 814 1153 242 916 1153 339 Stage 1 - ----- 4 7 7 4 7 7- 6 7 4 6 7 4-
Stage 2 - ----- 3 3 7 6 7 6- 2 4 2 4 7 9-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 C r i t i c a l H d w y S t g 1 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- C r i t i c a l H d w y S t g 2 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 918 - - 1083 - - 270 196 759 227 196 657 Stage 1 - ----- 5 3 8 5 5 4- 4 1 0 4 5 2-
Stage 2 - ----- 6 5 1 4 5 1- 7 4 0 5 5 3-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 912 - - 1081 - - 266 192 755 221 192 652 Mov Cap-2 Maneuver - ----- 2 6 6 1 9 2- 2 2 1 1 9 2-
Stage 1 - ----- 5 3 5 5 5 1- 4 0 6 4 4 6-
Stage 2 - ----- 6 4 4 4 4 5- 7 2 9 5 5 0-
Approach EB WB NB SB
HCM Control Delay, s/v 0 0.1 16.6 16.1

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 328 912 - - 1081 - - 330
HCM Lane V/C Ratio 0.05 0.002 - - 0.004 - - 0.013
HCM Control Delay (s/veh) 16.6 9 0 - 8.3 0 - 16.1
HCM Lane LOS C A A - A A - C
HCM 95th %tile Q (veh) 0.2 0 - - 0 - - 0

ATTACHMENT B
HCM 6th TWSC Existing Conditions
23: David Avenue & Main Street Timing Plan: AM PEAK
Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 1 4 3 263 5 8 75 1 014309 F u t u r e V o l , v e h / h 1 4 3 263 5 8 75 1 014309 C o n f l i c t i n g P e d s , # / h r 303303301103
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 1 4 7 073 6 3 85 1 11430 1 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 646 0 0 480 0 0 807 1131 243 889 1132 328 Stage 1 - ----- 4 7 9 4 7 9- 6 5 0 6 5 0-
Stage 2 - ----- 3 2 8 6 5 2- 2 3 9 4 8 2-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 C r i t i c a l H d w y S t g 1 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- C r i t i c a l H d w y S t g 2 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 935 - - 1079 - - 273 202 758 238 202 668 Stage 1 - ----- 5 3 7 5 5 3- 4 2 4 4 6 3-
Stage 2 - ----- 6 5 9 4 6 2- 7 4 3 5 5 2-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 932 - - 1076 - - 266 200 755 234 200 664 Mov Cap-2 Maneuver - ----- 2 6 6 2 0 0- 2 3 4 2 0 0-
Stage 1 - ----- 5 3 5 5 5 1- 4 2 2 4 6 0-
Stage 2 - ----- 6 4 5 4 5 9- 7 3 6 5 5 0-
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 17.1 13.1

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 313 932 - - 1076 - - 455
HCM Lane V/C Ratio 0.052 0.001 - - 0.003 - - 0.029
HCM Control Delay (s/veh) 17.1 8.9 0 - 8.4 0 - 13.1
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q (veh) 0.2 0 - - 0 - - 0.1

ATTACHMENT B
HCM 6th TWSC Existing Conditions
24: Rendon Avenue & Main Street Timing Plan: AM PEAK
Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 411 12 8 572 9 11 3 3 13 1 18
Future Vol, veh/h 11 411 12 8 572 9 11 3 3 13 1 18
C o n f l i c t i n g P e d s , # / h r 501105000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 12 447 13 9 622 10 12 3 3 14 1 20
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 637 0 0 461 0 0 809 1134 231 899 1135 321 Stage 1 - ----- 4 7 9 4 7 9- 6 5 0 6 5 0-
Stage 2 - ----- 3 3 0 6 5 5- 2 4 9 4 8 5-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 C r i t i c a l H d w y S t g 1 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- C r i t i c a l H d w y S t g 2 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 943 - - 1096 - - 272 201 771 234 201 675 Stage 1 - ----- 5 3 7 5 5 3- 4 2 4 4 6 3-
Stage 2 - ----- 6 5 7 4 6 1- 7 3 3 5 5 0-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 939 - - 1095 - - 257 194 770 224 194 672 Mov Cap-2 Maneuver - ----- 2 5 7 1 9 4- 2 2 4 1 9 4-
Stage 1 - ----- 5 2 7 5 4 3- 4 1 5 4 5 5-
Stage 2 - ----- 6 2 8 4 5 3- 7 1 3 5 4 0-
Approach EB WB NB SB
HCM Control Delay, s/v 0.3 0.2 19.1 16.2

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 273 939 - - 1095 - - 356
HCM Lane V/C Ratio 0.068 0.013 - - 0.008 - - 0.098
HCM Control Delay (s/veh) 19.1 8.9 0.1 - 8.3 0.1 - 16.2 HCM Lane LOS C A A - A A - C
HCM 95th %tile Q (veh) 0.2 0 - - 0 - - 0.3

ATTACHMENT B
HCM 6th Signalized Intersection Summary Existing Conditions 25: Golden Gate Avenue & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 337 92 28 491 5 74 17 27 12 32 7 Future Volume (veh/h) 3 337 92 28 491 5 74 17 27 12 32 7 I n i t i a l Q ( Q b ) , v e h 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 3 355 97 29 517 5 78 18 28 13 34 7 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 6 1106 298 50 1531 15 293 32 44 168 160 29
Arrive On Green 0.00 0.40 0.40 0.03 0.42 0.42 0.13 0.13 0.13 0.13 0.13 0.13 Sat Flow, veh/h 1781 2766 746 1781 3605 35 938 253 347 282 1259 229 Grp Volume(v), veh/h 3 226 226 29 255 267 124 0 0 54 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1735 1781 1777 1863 1538 0 0 1770 0 0 Q Serve(g_s), s 0.1 3.0 3.0 0.5 3.2 3.2 1.6 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 3.0 3.0 0.5 3.2 3.2 2.5 0.0 0.0 0.9 0.0 0.0 Prop In Lane 1.00 0.43 1.00 0.02 0.63 0.23 0.24 0.13
Lane Grp Cap(c), veh/h 6 710 694 50 755 791 369 0 0 357 0 0 V/C Ratio(X) 0.51 0.32 0.33 0.58 0.34 0.34 0.34 0.00 0.00 0.15 0.00 0.00 Avail Cap(c_a), veh/h 1057 2530 2471 1057 2530 2653 1924 0 0 1638 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 16.8 7.0 7.0 16.2 6.5 6.5 13.9 0.0 0.0 13.2 0.0 0.0 Incr Delay (d2), s/veh 23.4 0.9 1.0 3.8 1.0 0.9 0.2 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.8 0.8 0.2 0.9 0.9 0.8 0.0 0.0 0.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 40.2 7.9 8.0 20.0 7.5 7.4 14.1 0.0 0.0 13.3 0.0 0.0 L n G r p L O S DAACAAB B
Approach Vol, veh/h 455 551 124 54
Approach Delay, s/veh 8.1 8.1 14.1 13.3
Approach LOS AABB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.0 18.5 9.3 5.1 19.3 9.3
Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 20.0 48.0 40.0 20.0 48.0 30.0 Max Q Clear Time (g_c+I1), s 2.5 5.0 4.5 2.1 5.2 2.9
Green Ext Time (p_c), s 0.0 7.8 0.5 0.0 9.1 0.2
Intersection Summary
HCM 6th Ctrl Delay, s/veh 9.0
HCM 6th LOS A

ATTACHMENT B
HCM 6th TWSC Existing Conditions
26: Windsor Avenue & Main Street Timing Plan: AM PEAK
Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 2 3 5 1 1 5 1 3 5 1 5381563 1 3 F u t u r e V o l , v e h / h 2 3 5 1 1 5 1 3 5 1 5381563 1 3 C o n f l i c t i n g P e d s , # / h r 903309000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 2 3 6 9 1 6 1 4 5 4 2381563 1 4
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 554 0 0 388 0 0 685 966 196 770 973 282 Stage 1 - ----- 3 8 4 3 8 4- 5 8 1 5 8 1-
Stage 2 - ----- 3 0 1 5 8 2- 1 8 9 3 9 2-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 C r i t i c a l H d w y S t g 1 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- C r i t i c a l H d w y S t g 2 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1012 - - 1167 - - 334 253 812 290 251 715 Stage 1 - ----- 6 1 1 6 1 0- 4 6 7 4 9 8-
Stage 2 - ----- 6 8 3 4 9 7- 7 9 5 6 0 5-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1003 - - 1164 - - 318 245 810 280 243 709 Mov Cap-2 Maneuver - ----- 3 1 8 2 4 5- 2 8 0 2 4 3-
Stage 1 - ----- 6 0 7 6 0 6- 4 6 1 4 8 5-
Stage 2 - ----- 6 5 4 4 8 4- 7 8 6 6 0 1-
Approach EB WB NB SB
HCM Control Delay, s/v 0 0.3 14.5 14

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 395 1003 - - 1164 - - 422
HCM Lane V/C Ratio 0.037 0.002 - - 0.012 - - 0.055
HCM Control Delay (s/veh) 14.5 8.6 0 - 8.1 0.1 - 14
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q (veh) 0.1 0 - - 0 - - 0.2

ATTACHMENT B
HCM Signalized Intersection Capacity Analysis Existing Conditions 27: Netherton Avenue & Main Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 4 333 4 29 466 3 11 7 52 19 18 61
Future Volume (vph) 4 333 4 29 466 3 11 7 52 19 18 61
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00
Frpb, ped/bikes 1.00 0.99 1.00 0.99 0.98 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 0.99
Frt 1.00 0.99 1.00 0.99 0.90 0.91
Flt Protected 0.95 1.00 0.95 1.00 0.99 0.99
Satd. Flow (prot) 1770 3533 1770 3535 1643 1676
Flt Permitted 0.95 1.00 0.95 1.00 0.92 0.91
Satd. Flow (perm) 1770 3533 1770 3535 1531 1544
Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 4 366 4 32 512 3 12 8 57 21 20 67
RTOR Reduction (vph) 0100100 4 700 5 60
Lane Group Flow (vph) 4 369 0 32 514 0 0 30 0 0 52 0
Confl. Peds. (#/hr) 2 10 1 11 11 1
Confl. Bikes (#/hr) 2
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 4 4
Permitted Phases 4 4
Actuated Green, G (s) 0.5 16.3 0.7 16.5 6.6 6.6
Effective Green, g (s) 0.5 16.3 0.7 16.5 6.6 6.6
Actuated g/C Ratio 0.01 0.42 0.02 0.43 0.17 0.17
Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 6.0 2.0 6.0 2.0 2.0
Lane Grp Cap (vph) 22 1491 32 1511 261 264
v/s Ratio Prot 0.00 0.10 c0.02 c0.15
v/s Ratio Perm 0.02 c0.03
v/c Ratio 0.18 0.24 1.00 0.34 0.11 0.19
Uniform Delay, d1 18.8 7.1 18.9 7.4 13.5 13.7
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.4 0.2 159.0 0.3 0.0 0.1
Delay (s) 20.2 7.4 178.0 7.7 13.5 13.8
Level of Service C A F A B B
Approach Delay (s/veh) 7.5 17.7 13.5 13.8
Approach LOS ABBB
Intersection Summary
HCM 2000 Control Delay (s/veh) 13.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.32
Actuated Cycle Length (s) 38.6 Sum of lost time (s) 15.0 Intersection Capacity Utilization 40.5% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
HCM 6th TWSC Existing Conditions
28: Broadway Avenue & Main Street Timing Plan: AM PEAK
Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Int Delay, s/veh 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 1 0 5 2 8 85 1 2 4 3 2 5 1336 2 45 4 9 F u t u r e V o l , v e h / h 1 0 5 2 8 85 1 2 4 3 2 5 1336 2 45 4 9 Conflicting Peds, #/hr 13 0 4 4 0 13 0 0 13 13 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - 50 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 1 1 9 3 2 76 1 4 4 9 1 5 8337 2 76 5 6 Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 562 0 0 337 0 0 849 1162 184 977 1136 288 Stage 1 - ----- 5 7 2 5 7 2- 5 6 1 5 6 1-
Stage 2 - ----- 2 7 7 5 9 0- 4 1 6 5 7 5-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 C r i t i c a l H d w y S t g 1 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- C r i t i c a l H d w y S t g 2 ------ 6 . 5 4 5 . 5 4- 6 . 5 4 5 . 5 4- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1005 - - 1219 - - 254 194 827 205 201 709 Stage 1 - ----- 4 7 2 5 0 2- 4 8 0 5 0 8-
Stage 2 - ----- 7 0 6 4 9 3- 5 8 5 5 0 1-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 993 - - 1214 - - 200 161 814 172 167 700 Mov Cap-2 Maneuver - ----- 2 0 0 1 6 1- 1 7 2 1 6 7-
Stage 1 - ----- 4 0 1 4 2 7- 4 0 4 4 9 6-
Stage 2 - ----- 6 3 5 4 8 1- 4 8 5 4 2 6-
Approach EB WB NB SB
HCM Control Delay, s/v 2.7 0.2 17.9 20.1

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 293 993 - - 1214 - - 326
HCM Lane V/C Ratio 0.047 0.12 - - 0.011 - - 0.272
HCM Control Delay (s/veh) 17.9 9.1 0.4 - 8 - - 20.1
HCM Lane LOS C A A - A - - C
HCM 95th %tile Q (veh) 0.1 0.4 - - 0 - - 1.1

ATTACHMENT B
HCM Signalized Intersection Capacity Analysis Existing Conditions 29: S Center Street & Market Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l u m e ( v p h ) 0 5 5 4 4000000 1 6 6 1169 0 F u t u r e V o l u m e ( v p h ) 0 5 5 4 4000000 1 6 6 1169 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0
Lane Util. Factor 0.95 0.91
Frpb, ped/bikes 0.99 1.00
Flpb, ped/bikes 1.00 0.99
Frt 0.93 1.00
Flt Protected 1.00 0.99
Satd. Flow (prot) 3284 5050
Flt Permitted 1.00 0.99
Satd. Flow (perm) 3284 5050
Peak-hour factor, PHF 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 A d j . F l o w ( v p h ) 0 6 2 4 9000000 1 8 7 1313 0 RTOR Reduction (vph) 0 3600000000 2 20
Lane Group Flow (vph) 0 7 500000000 1478 0
Confl. Peds. (#/hr) 2 6
Turn Type NA Perm NA
Protected Phases 2 1
Permitted Phases 1
Actuated Green, G (s) 23.0 52.0
Effective Green, g (s) 23.0 52.0
Actuated g/C Ratio 0.27 0.61
Clearance Time (s) 5.0 5.0
Vehicle Extension (s) 0.2 0.2
Lane Grp Cap (vph) 888 3089
v/s Ratio Prot c0.02
v/s Ratio Perm 0.29
v/c Ratio 0.08 0.47
Uniform Delay, d1 23.1 9.0
Progression Factor 1.00 1.00
Incremental Delay, d2 0.1 0.5
Delay (s) 23.3 9.5
Level of Service C A
Approach Delay (s/veh) 23.3 0.0 0.0 9.5
Approach LOS C A A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 10.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.36
Actuated Cycle Length (s) 85.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 53.5% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
HCM Signalized Intersection Capacity Analysis Existing Conditions 30: S El Dorado Street & Market Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l u m e ( v p h ) 9 6 1 0 700000 1598 100000 F u t u r e V o l u m e ( v p h ) 9 6 1 0 700000 1598 100000 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0
Lane Util. Factor 0.95 0.86
Frpb, ped/bikes 1.00 0.99
Flpb, ped/bikes 0.99 1.00
Frt 1.00 0.99
Flt Protected 0.97 1.00
Satd. Flow (prot) 3440 6342
Flt Permitted 0.97 1.00
Satd. Flow (perm) 3440 6342
Peak-hour factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 A d j . F l o w ( v p h ) 1 1 2 1 2 400000 1858 116000 RTOR Reduction (vph) 0 1900000 1 10000
Lane Group Flow (vph) 0 21 700000 1 9 6 30000
Confl. Peds. (#/hr) 9 11
Turn Type Perm NA NA
Protected Phases 2 1
Permitted Phases 2
Actuated Green, G (s) 22.0 53.0
Effective Green, g (s) 22.0 53.0
Actuated g/C Ratio 0.26 0.62
Clearance Time (s) 5.0 5.0
Vehicle Extension (s) 0.2 0.2
Lane Grp Cap (vph) 890 3954
v/s Ratio Prot c0.31
v/s Ratio Perm 0.06
v/c Ratio 0.24 0.49
Uniform Delay, d1 24.9 8.7
Progression Factor 0.95 1.00
Incremental Delay, d2 0.6 0.4
Delay (s) 24.3 9.1
Level of Service C A
Approach Delay (s/veh) 24.3 0.0 9.1 0.0
Approach LOS C A A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 10.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.42
Actuated Cycle Length (s) 85.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 39.0% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

ATTACHMENT B
HCM 6th AWSC Existing Conditions
31: S Hunter Street & Market Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Intersection
Intersection Delay, s/veh 8.9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 0 1 3 3 6 600000 2 9 6 2 8 40 F u t u r e V o l , v e h / h 0 1 3 3 6 600000 2 9 6 2 8 40 Peak Hour Factor 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 0 1 8 2 9 000000 4 0 8 5 1 1 50
Number of Lanes 0 2 0 0 00001110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 2 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 2 2 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 2
HCM Control Delay, s/veh 8.8 8.1 9.2

HCM LOS A A A
Lane NBLn1 EBLn1 EBLn2 SBLn1 SBLn2
Vol Left, % 0% 0% 0% 100% 0%
Vol Thru, % 0% 100% 40% 0% 100%
Vol Right, % 100% 0% 60% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 29 89 110 62 84
LT Vol 0 0 0 62 0
Through Vol 0 89 44 0 84
R T V o l 2 90 6 600
Lane Flow Rate 40 121 151 85 115
Geometry Grp 4b 5 5 5 5
Degree of Util (X) 0.053 0.174 0.199 0.135 0.167
Departure Headway (Hd) 4.83 5.159 4.739 5.733 5.23
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 740 696 757 625 686
Service Time 2.871 2.885 2.465 3.467 2.964
HCM Lane V/C Ratio 0.054 0.174 0.199 0.136 0.168
HCM Control Delay, s/veh 8.1 9 8.6 9.4 9
HCM Lane LOS AAAAA
HCM 95th-tile Q 0.2 0.6 0.7 0.5 0.6

ATTACHMENT B
HCM Signalized Intersection Capacity Analysis Existing Conditions 32: S San Joaquin Street & Market Street Timing Plan: AM PEAK Main Street & Market Street Complete Street Project Synchro 12 Report TJKM 07/23/2024
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l u m e ( v p h ) 6 6 1 1 4 3 60000 1 7 0 3 9 2 5 9 90 F u t u r e V o l u m e ( v p h ) 6 6 1 1 4 3 60000 1 7 0 3 9 2 5 9 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0
Lane Util. Factor 0.95 0.95 0.95
Frpb, ped/bikes 0.98 0.97 1.00
Flpb, ped/bikes 0.99 1.00 0.98
Frt 0.97 0.97 1.00
Flt Protected 0.98 1.00 0.99
Satd. Flow (prot) 3342 3351 3441
Flt Permitted 0.98 1.00 0.87
Satd. Flow (perm) 3342 3351 3042
Peak-hour factor, PHF 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 A d j . F l o w ( v p h ) 8 2 1 4 2 4 50000 2 1 2 4 9 3 1 1 2 40 RTOR Reduction (vph) 0 2400000 2 40000
Lane Group Flow (vph) 0 24 700000 2 3 800 1 5 50
Confl. Peds. (#/hr) 23 61 111 111
Turn Type Perm NA NA Perm NA
Protected Phases 2 1 1
Permitted Phases 2 1
Actuated Green, G (s) 24.0 36.0 36.0
Effective Green, g (s) 24.0 36.0 36.0
Actuated g/C Ratio 0.34 0.51 0.51
Clearance Time (s) 5.0 5.0 5.0
Vehicle Extension (s) 0.2 0.2 0.2
Lane Grp Cap (vph) 1145 1723 1564
v/s Ratio Prot c0.07
v/s Ratio Perm 0.07 0.05
v/c Ratio 0.21 0.13 0.09
Uniform Delay, d1 16.3 8.8 8.7
Progression Factor 1.00 1.00 0.42
Incremental Delay, d2 0.4 0.1 0.1
Delay (s) 16.7 9.0 3.8
Level of Service B A A
Approach Delay (s/veh) 16.7 0.0 9.0 3.8
Approach LOS BAAA
Intersection Summary
HCM 2000 Control Delay (s/veh) 10.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.17
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 49.3% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

City Council and Concurrent AuthoritiesApril 15, 2025

City Council and Concurrent Authorities
April 15, 2025