Foster City City Council
December 18, 2023

Reviewed By: Memorandum

Date: November 20, 2023

To: Amy Zhou, Foster City Public Works

From: Rueben Rodriguez, Gary Black, Jocelyn Lee

Subject: Foster City 2023 Engineering and Tr affic Survey (E&TS) Study Report

Introduction
Hexagon Transportation Consultants, Inc. has conducted an Engineering and Traffic Survey (E&TS) study on 34 study locations in Foster City, California. This study has been conducted in accordance with the requirements of the California Vehicle Code (CVC) and the California Manual on Uniform Traffic Control Devices (CA MUTCD) for the establishment of posted speed zones. The purpose of this study was to develop recommendations for maintaining or modifying the posted speed limits on each of the study locations.

The study segments, along with the current posted speed limit at each location, are listed below and are shown on Figure 1.

Study Segments

1. Altair Avenue from East Hillsdale Bo ulevard to Edgewater Boulevard (25 mph)

2. Baffin Street from Edgewater Boulevard to Cornwallis Lane (35 mph)

3. Balclutha Drive from Foster City Boul evard to Flying Cloud Drive (30 mph)

4. Beach Park Boulevard from Polaris Av enue to Edgewater Boulevard (25 mph)

5. Beach Park Boulevard from Edgewater Bo ulevard to Foster City Boulevard (35 mph) 6a. Beach Park Boulevard from East Hillsdale Boulevard to Marlin Avenue (35 mph) 6b. Beach Park Boulevard from Marlin Avenue to Foster City Boulevard (35 mph)

7. Boothbay Avenue from Edgewater Boul evard to Port Royal Avenue (30 mph)

8. Bounty Drive from Shell Boulevar d to Foster City Boulevard (30 mph)

9. Catamaran Street from Shell Boulev ard to Beach Park Boulevard (30 mph)

10. Catamaran Street from Shell Boulevard to Marlin Avenue (30 mph)

11. Chess Drive from City Limits to Foster City Boulevard (30 mph)

12. East Third Avenue from City Limits to Foster City Boulevard (45 mph)

13. East Third Avenue from Foster City Boulevard to Easterly Limit (40 mph)

14. East Hillsdale Boulevard from City Limits to Edgewater Boulevard (40 mph)

15. East Hillsdale Boulevard from Edgewater Boulevard to Foster City Boulevard (35 mph)

16. East Hillsdale Boulevard from Foster City Boulevard to Gull Avenue (35 mph)

17. Edgewater Boulevard from City Limits to Beach Park Boulevard (40 mph)

18. Edgewater Boulevard from Beach Park Boulevard to Baffin Street (35 mph)

19. Farragut/Halsey Boulevards from Beach Park Boulevard to Beach Park Boulevard (25 mph)

20. Foster City Boulevard from East Third Avenue to East Hillsdale Boulevard (35 mph)

21. Foster City Boulevard from East Hillsdale Boulevard to Bounty Drive (40 mph)

22. Foster City Boulevard from Bounty Drive to Beach Park Boulevard (35 mph)

23. Gull Avenue from East Hillsdale Boulevard to Beach Park Boulevard (30 mph)

24. Marlin Avenue from Catamaran Street to Beach Park Boulevard (30 mph)

Foster City 2023 E&TS Study November 20, 2023

Page | 2

25. Metro Center Boulevard from Edgewater Boulevard to Foster City Boulevard (35 mph)

26. Pitcairn Drive from Edgewater Boulevard to Aruba Lane (35 mph)

27. Polaris Avenue from Altair Avenue to Beach Park Boulevard (25 mph)

28. Polynesia Drive from Foster City Boulevard to Flying Mist Isle (30 mph)

29. Port Royal Avenue from Edgewater Boulevard to Edgewater Boulevard (30 mph)

30. Shell Boulevard from Metro Center Boulevard to East Hillsdale Boulevard (35 mph)

31. Shell Boulevard from East Hillsdale Boulevard to Bounty Drive (35 mph)

32. Shell Boulevard from Bounty Drive to Beach Park Boulevard (35 mph)

33. Vintage Park Drive from Foster City Boulevard to Metro Center Boulevard (30 mph)

For consistency, the labeling above matches the labeling from the Foster City 2016 E&TS report prepared by others. However, per City staff recommendation, location 6 was split into two sections as labeled above.

Engineering and Traffic Surveys for Setting Posted Speed Limits Engineering and traffic surveys (E&TS) are required by the State of California to establish speed limits on local streets and to enforce those limits using radar or other speed-measuring devices.

CVC Section 627 defines an “engineering and traffic survey” and requires that such surveys be conducted in accordance with the methodology prescribed in the current edition of the CA MUTCD.

Section 2B.13 of the CA MUTCD discusses speed limits, speed limit signage, and the procedures required for the engineering and traffic surveys necessary to establish speed limits. Hexagon’s approach to speed zone surveys has been developed to satisfy the requirements of the CVC and the CA MUTCD.

The CA MUTCD states that all engineering and traffic surveys are to include consideration of the following:

x Prevailing speeds as determined by traffic engineering measurements, x Collision records, and
x Highway, traffic, and roadside conditio ns not readily apparent to the driver.

Speed data are to be collected by a radar gun or other device that is capable of accurately distinguishing and measuring the unimpeded speed of free-flowing vehicles. The speed data that are collected in the field are then processed to determine the critical speed. The critical speed, or 85th percentile speed, is the speed at or below which 85 percent of motorists drive on a given roadway segment. In other words, 85 percent of traffic moves at or below the critical speed in a specified location in free-flowing conditions. The CVC and CA MUTCD state that the 85th percentile speed is the primary factor for setting speed limits. Speed limits established on the basis of 85th percentile conform to the consensus of those who drive highways as to what speed is reasonable and prudent, and are not dependent on the actions of one or a few individuals.

San Mateo Bridge
San
Mateo
Redwood
City
Belmont
Foster
City
= 35 MPH
= 45 MPH
= 25 MPH
= 30 MPH
= 40 MPH
Existing Posted
Speed Limits
XX = Study Segment
Number
= Foster City
1 2
18 29
7 4 27
311
25 30
31 16 23
21 28
22 24
2033
14 15
17 12
13 8
9 10
32 19
26 5
6B
6A
E 3rd Ave
E Hillsdale Blvd
Foster City Blvd
Shell Blvd
Edgewater Blvd
Gull Ave
Beach Park Blvd
Marlin Ave
Baffin St
Chess Dr
Catamaran St
Pitcairn Dr
Vintage Park Dr
Polaris Ave
Port Royal Ave
Metro Center Blvd
Boothbay Ave
Polynesia Dr
Altair Ave
Hal
sey BlvdFarragut Blvd
101
92 Balclutha DrBalclutha
Dr
Bounty DrBounty Dr
Balclutha Dr
Bounty Dr
Foster City 2023 E&TS Study
Figure 1
Study Locations and Existing Posted Speed Limits

Foster City 2023 E&TS Study November 20, 2023

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Other factors that may be considered when determining the appropriate posted speed limit for a particular street segment include collision experience, road characteristics, shoulder condition, grade, alignment, sight distance, parking practices, bicycle and pedestrian activity, and the roadside environment.

The CA MUTCD notes that “other factors that may be considered when establishing or reevaluating speed limits are the following:

x Road characteristics, shoulder conditio n, grade, alignment, and sight distance; x The pace; *
x Roadside development and environment;
x Parking practices and pe destrian activity, and
x Reported collision experience for at least a 12- month period.”

* The CA MUTCD defines the pace speed “as the 10 mph increment of speed containing the largest number of vehicles.”

After defining the requirements for an E&TS, the CA MUTCD further states that “When qualifying an appropriate speed limit, local authorities may also consider all of the following findings:

x Residential density…[specific criteria for de termining residential density are provided, however, these are not used as part of this E&TS]
x Pedestrian and bicyclist safety.”

The CA MUTCD also states that “Speed zones of less than 0.5 mile and short transition zones should be avoided.” There are ten segments in this study that are less than one-half mile long, and three segments that are only slightly longer than one-half mile (between 0.5 and 0.6 miles). In cases where a segment is less than 0.5 mile long, consideration is sometimes also given to the appropriate speed limit for contiguous segments, so as to avoid very short speed zones.

Data Collection
Speed and average daily traffic (ADT) volume data were collected in September and October 2023, at each of the study locations. Speed data were gathered through radar. Road tubes were used to collect vehicle counts in both directions for a 24-hour period, which was utilized in the calculation of collision rates. The radar speed data is provided as Attachment 1 and the ADT volume data is provided as Attachment 2.

Speed data were collected to represent the prevailing speeds of each study segment. The locations where speeds were collected were chosen away from traffic control devices, along straight sections, and away from driveways. As prescribed in the CA MUTCD, speed measurements were taken during off-peak hours and while the weather was dry and had no unusual conditions. For each location, there were 150 speed data points collected per direction of travel, for a total of 300 speed data points for each study location.

Table 1 presents the existing posted speed limit, the combined 85th percentile speed for both directions, and Hexagon’s recommended posted speed limit for each of the study locations. Note that the recommended posted speed limit is the same as the existing posted speed limit for each study segment, except location 21 as described below.

Foster City 2023 E&TS Study November 20, 2023

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Collision Records
As prescribed in the CA MUTCD, collision records for each of the study segments were reviewed.

Collision records for the study area were obtained from the Statewide Integrated Traffic Records System (SWITRS) via the Transportation Injury Mapping System (TIMS) online database for the 5- year period from January 2017 through December 2021.

The collision rates for the study locations are expressed in collisions per million vehicle miles (C/MVM). To calculate these rates, 24-hour traffic volumes were collected for each street segment.

This information was then entered into the following formula, obtained from the Caltrans Crash Data on California State Highways report, to determine the collision rate:

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R = collision rate (collisions/million vehicle miles)
C = collisions (number of collisions over the time period) t = time period covered (in years)
l = length of segment (in miles)
v = traffic volume (average daily traffic)

During the 5-year period examined, there were 139 total reported collisions on the street segments included in this study. The average collision rate for the study locations was 0.567 collisions per million vehicle miles for the 5-year period examined.

Table 2 presents the number of collisions on each street segment, the length of the segment, the average daily traffic (ADT) on each segment, and the calculated number of collisions per million vehicle miles for each segment. Note that the CA MUTCD and CVC do not provide a standard threshold for collision rates nor guidance for the consideration of speed reduction based on collision rate only, but rather the collision rates are to be considered in conjunction with the radar data and field review.

Foster City 2023 E&TS Study November 20, 2023

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Table 1 (Segments 1 through 23)
2023 Existing Posted Speed Limits, Measured Speeds, and Recommended Posted Speed Limits

Existing Recommended
Posted 85th Posted
Speed Percentile Speed
ID # Street Segment Limit Speed 1 Limit2
Edgewater Boulevard to Foster City
Boulevard 35 39 35
1 Altair Avenue East Hillsdale Boulevard to
Edgewater Boulevard 25 29 25
4 Beach Park Boulevard Polaris Avenue to Edgewater
Boulevard 25 33 25
3 Balclutha Drive Foster City Boulevard to Flying
Cloud Drive 30 34 30
2 Baffin Street
7 Boothbay Avenue Edgewater Boulevard to Port Royal
Avenue 30 34 30
Edgewater Boulevard to Cornwallis
Lane 35 39 35
6B Beach Park Boulevard Marlin Avenue to Foster City
Boulevard 35 38 35
6A Beach Park Boulevard East Hillsdale Boulevard to Marlin Avenue 35 39 35
5 Beach Park Boulevard
9 Catamaran Street Shell Boulevard to Beach Park
Boulevard 30 34 30
8 Bounty Drive Shell Boulevard to Foster City
Boulevard 30 33 30
11 Chess Driv e City Limits to Foster City Boulev ard 30 34 30 10 Catamaran Street Shell Boulevard to Marlin Avenue 30 34 30 13 East Third Avenue Foster City Boulevard to Easterly
Limit 40 44 40
12 East Third Avenue City Limits to Foster City Boulev ard 45 49 45 15 East Hillsdale Boulevard Edgewater Boulevard to Foster City Boulevard 35 39 35
14 East Hillsdale Boulevard City Limits to Edgewater Boulevard 40 43 40 17 Edgewater Boulevard City Limits to Beach Park Boulevard 40 44 40 16 East Hillsdale Boulevard Foster City Boulevard to Gull Avenue 35 39 35
19 Farragut/Halsey Boulevards Beach Park Boulevard to Beach Park Boulevard 25 29 25
18 Edgewater Boulevard Beach Park Boulevard to Baffin
Street 35 39 35
21 Foster City Boulevard East Hillsdale Boulevard to Bounty Drive 40 44
20 Foster City Boulevard East Third Avenue to East Hillsdale Boulevard 35 39 35
35 23 Gull Avenue East Hillsdale Boulevard to Beach
Park Boulevard 30 34 30
22 Foster City Boulevard Bounty Drive to Beach Park
Boulevard 35 39 35
Foster City 2023 E&TS Study November 20, 2023

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Table 1 (Continued, Segments 24 through 33)
2023 Existing Posted Speed Limits, Measured Speeds, and Recommended Posted Speed Limits

Existing Recommended
Posted 85th Posted
Speed Percentile Speed
ID # Street Segment Limit Speed 1 Limit2
Notes:
1 Based on radar speed data collected in September and October 2023. 33 Vintage Park Drive Foster City Boulev ard to Metro
Center Boulevard 30 34 30
32 Shell Boulevard Bounty Drive to Beach Park
Boulevard 35 39 35
31 Shell Boulevard East Hillsdale Boulevard to Bounty
Drive 35 39 35
30 Shell Boulevard Metro Center Boulevard to East
Hillsdale Boulevard 35 39 35
29 Port Royal Avenue Edgewater Boulevard to Edgewater
Boulevard 30 34 30
28 Polynesia Drive Foster City Boulevard to Flying Mist Isle 30 34 30
27 Polaris Avenue Altair Av enue to Beach Park
Boulevard 25 29 25
26 Pitcairn Driv e Edgewater Boulevard to Aruba Lane 35 39 35 25 Metro Center Boulevard Edgewater Boulevard to Foster City Boulevard 35 39 35
24 Marlin Avenue Catamaran Street to Beach Park
Boulevard 30 34 30
Foster City 2023 E&TS Study November 20, 2023

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Table 2 (Segments 1 through 23)
Collision Rates for the 5-Year Period from January 2017 through December 2021

Average
Daily Length of Number of Collision > Avg.

Traffic Segment Reported Rate Rate
ID # Street Segment (ADT)1 (in miles) Collisions C/MVM2 of 0.567 No
No
No
Yes
Yes
No
Yes
No
No
No
No
No
Yes
No
No
Yes
No
14 10
3 0
1 13 0.503

0.822

0.467

0.370

0.249

1.286

0.238

0.417

0.527

0.641

0.000
15 3
1 0
1 0
6 3
1 Yes
No
Yes
No
No

0.967
No
No

0.61 0.000

1.568

0.000

0.544

0.452

0.261

2.646

0.000

2.202

0.000

0.352

0.278
2 2
0 4
0 2
4 19
6 23 Gull Avenue East Hillsdale Boulevard to Beach
Park Boulevard 2,850 0.91
22 Foster City Boulevard Bounty Drive to Beach Park
Boulevard 4,070 0.63
21 Foster City Boulevard East Hillsdale Boulevard to Bounty Drive 18,570 0.56
20 Foster City Boulevard East Third Avenue to East Hillsdale Boulevard 23,282 0.79
19 Farragut/Halsey Boulevards
16 East Hillsdale Boulevard Foster City Boulevard to Gull Avenue 11,534 0.61
15 East Hillsdale Boulevard Edgewater Boulevard to Foster City Boulevard 18,914 0.67
18 Edgewater Boulevard Beach Park Boulevard to Baffin
Street 6,816 0.97
17 Edgewater Boulevard City Limits to Beach Park Boulev ard 19,130 1.16 Beach Park Boulevard to Beach
Park Boulevard 1,397
12 East Third Avenue City Limits to Foster City Boulev ard 8,227 0.96 11 Chess Driv e City Limits to Foster City Boulev ard 11,547 0.27 14 East Hillsdale Boulevard City Limits to Edgewater Boulev ard 22,126 0.64 13 East Third Avenue Foster City Boulevard to Easterly
Limit 4,045 0.57
8 Bounty Drive Shell Boulevard to Foster City
Boulevard 2,219 0.29
7 Boothbay Avenue Edgewater Boulevard to Port Royal
Avenue 863 0.48
10 Catamaran Street Shell Boulevard to Marlin Avenue 3,531 0.41 9 Catamaran Street Shell Boulevard to Beach Park
Boulevard 1,531 0.65
5 Beach Park Boulevard Edgewater Boulevard to Foster City Boulevard 4,650 1.30
4 Beach Park Boulevard Polaris Avenue to Edgewater
Boulevard 1,442 0.71
6B Beach Park Boulevard Marlin Avenue to Foster City
Boulevard 2,185 0.96
6A Beach Park Boulevard East Hillsdale Boulevard to Marlin Avenue 3,218 1.13
1 Altair Avenue East Hillsdale Boulevard to
Edgewater Boulevard 2,023 0.28
3 Balclutha Drive Foster City Boulevard to Flying
Cloud Drive 832 0.42
2 Baffin Street Edgewater Boulevard to Cornwallis
Lane 625 0.34
Foster City 2023 E&TS Study November 20, 2023

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Table 2 (Continued, Segments 24 through 33)
Collision Rates for the 5-Year Period from January 2017 through December 2021

Field Review and Other Considerations
The E&TS is intended to identify any conditions that a driver may not be aware of that would warrant a different speed limit, such as crosswalks or driveways behind blind curves. A review of field conditions for each study segment was conducted to determine if there are other factors that may or may not be readily apparent to the driver, which would affect the selection of an appropriate speed limit. These include:

x Pedestrian and bicyclist facilities
x Road characteristics (includi ng number of lanes and lane striping patterns), shoulder condition, grade, and alignment
x Sight distance defici encies and other factors related to visibility x Roadside development and environment
x Number, spacing and offsets of intersections and driveways x Presence and frequency of on-street parking
x Other unusual conditions not readily apparent to motorists that could affect traffic flow and safety

Hexagon reviewed the field conditions of each study location and noted all such conditions in the E&TS worksheets included in Attachment 3. In addition, Hexagon highlighted other considerations for the study locations listed below.

Average
Daily Length of Number of Collision > Avg.

Traffic Segment Reported Rate Rate
ID # Street Segment (ADT)1 (in miles) Collisions C/MVM2 of 0.567 Notes:
1 Based on tube count data collected in September and October 2023. 2 Collisions per Million Vehicle Miles
26 Pitcairn Driv e Edgewater Boulevard to Aruba Lane 3,022 0.69 0 0.000 No 20 . 2 5 1 No
25 Metro Center Boulevard Edgewater Boulevard to Foster City Boulevard 11,450 0.72 10 0.665 Yes
24 Marlin Avenue Catamaran Street to Beach Park
Boulevard 4,452 0.98
27 Polaris Av enue Altair Avenue to Beach Park
Boulevard 1,984 0.57 0 0.000 No
28 Polynesia Drive Foster City Boulevard to Flying Mist Isle 1,340 0.43 0 0.000 No
29 Port Royal Av enue Edgewater Boulevard to Edgewater
Boulevard 1,137 1.45 2 0.665 Yes
30 Shell Boulevard Metro Center Boulevard to East
Hillsdale Boulevard 6,194 0.24 3 1.106 Yes
31 Shell Boulevard East Hillsdale Boulevard to Bounty
Drive 10,588 0.42 9 1.109 Yes
Yes
33 Vintage Park Drive Foster City Boulevard to Metro
Center Boulevard 10,938 0.75 1 0.067 No
32 Shell Boulevard Bounty Driv e to Beach Park
Boulevard 3,748 0.47 2 0.622
Foster City 2023 E&TS Study November 20, 2023

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Location 5 - Beach Park Boulevard from Edgewater Boulevard to Foster City Boulevard
As part of the E&TS process, City staff requested a review of Beach Park Boulevard near Farragut Park, which is along location 5. This section of Beach Park Boulevard is four lanes, divided, includes bike lanes in both directions, and has a posted speed of 35 mph. There were two reported collisions along this section, both at the intersection of Farragut Boulevard and Beach Park Boulevard, during the study period from January 2017 through December 2021. The radar speed data showed 85th percentile speeds of 38 mph eastbound and 39 mph westbound. The radar speed counts, collision records, and physical characteristics of this location do not indicate a need to reduce the posted speed limit.

Location 6b - Beach Park Boulevard from Marlin Avenue to Foster City Boulevard As part of the E&TS process, City staff requested a review of Beach Park Boulevard near Bowditch Middle School, which is along location 6b. This section of Beach Park Boulevard is four lanes, undivided, includes bike lanes in both directions, includes parking on the west side, and has a posted speed of 35 mph. There were no reported collisions on Beach Park Boulevard near Bowditch Middle School during the study period from January 2017 through December 2021. The radar speed data showed 85th percentile speeds of 38 mph northbound and 39 mph southbound.

The radar speed counts, collision records, and physical characteristics of this location do not indicate a need to reduce the posted speed limit.

Location 17 - Edgewater Boulevard from City Limits to Beach Park Boulevard At the intersection of Edgewater Boulevard and Regulus Street, which is along location 17, there were four reported collisions during the study period from January 2017 through December 2021, three of which had a southbound vehicle as the at fault vehicle. Hexagon recommends that the City monitor this location and consider increasing the length of the red curb in the northwest corner of the intersection to increase the sight distance.

Location 21 - Foster City Boulevard from East Hillsdale Boulevard to Bounty Drive This section of Foster City Boulevard is four lanes, divided, includes some on-street parking and bicycle facilities, and has a posted speed of 40 mph. There were ten reported collisions along this section during the study period from January 2017 through December 2021. The adjacent sections of Foster City Boulevard (study locations 20 and 22) have an existing posted speed of 35 mph. In order to remain consistent with the adjacent segments, it is recommended that the posted speed limit be reduced by 5 mph to 35 mph.

Recommended Posted Speed Limits
Based on the speed data collected, an analysis of the collision rate for each study segment, and Hexagon’s review of other physical and traffic conditions at each study location, a recommendation for maintaining or modifying the existing posted speed limit has been made, as shown in Table 1.

Note that we recommend maintaining the existing posted speed limit at each study segment, except location 21 as described above. An E&TS worksheet that includes a summary of the analysis for each study location along with the signature and stamp of the engineer of record is provided in Attachment 3.

Attachments: Attachment 1 – Radar Speed Data
Attachment 2 – ADT Volume Data
Attachment 3 – E&TS Worksheets

Attachment 1
Radar Speed Data

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
23 25 30 30 27 29
29 25 24 25 25 26
26 23 29 22 23 30
21 30 29 26 29 25
23 23 26 20 30 28
25 26 26 30 27 24
22 28 26 26 27 30
30 22 28 28 24 27
26 26 24 26 20 21
24 27 21 29 27 26
28 23 22 26 20 20
30 22 30 25 29 30
26 21 23 30 21 29
28 24 24 21 21 21
27 20 25 26 23 27
20 22 21 23 29 26
26 20 25 25 21 22
23 27 27 26 29 30
22 23 27 22 27 25
20 27 22 28 23 26
20 23 24 21 27 26
28 23 25 28 26 21
24 20 29 27 25 20
26 20 25 24 26 27
30 29 28 28 21 30
29 24 29 30 22 27
22 26 22 21 25 20
21 25 22 27 24 30
25 30 26 28 22 26
30 23 21 29 29 21
30 23 26 22 26 24
22 29 30 24 25 24
25 25 30 25 20 25
30 28 28 30 30 20
24 21 27 20 22 29
30 30 21 30 23 29
21 22 26 23 20 21
24 22 23 23 30 30
28 23 27 27 22 26
27 20 30 25 22 26
29 29 21 26 25 26
20 30 25 28 28 30
29 27 22 30 29 29
25 28 28 20 22 30
30 26 24 28 25 27
26 25 29 26 22 27
25 28 24 28 26 30
24 26 28 22 27 28
28 28 28 24 28 20
22 28 26 27 21 23

DIRECTION DIRECTION DIRECTION
SITE: 1. Altair Ave E.O Polaris Ave
Posted MPH: 25

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
36 36 30 30 40 38
34 31 37 36 30 31
35 38 31 33 39 39
38 35 39 32 34 37
36 34 36 32 33 36
35 30 38 31 34 38
33 40 35 38 40 40
39 36 33 36 39 37
30 30 30 35 40 40
40 39 36 37 33 33
32 34 30 31 34 38
30 37 40 35 40 38
38 35 35 37 35 32
39 38 38 38 39 33
32 33 37 35 34 33
39 35 34 38 33 38
35 33 34 33 36 39
39 36 32 35 38 31
32 33 36 31 37 36
30 33 39 36 35 39
31 39 31 31 35 33
38 33 30 30 31 37
31 38 40 31 37 36
39 35 30 34 34 34
38 37 32 34 31 34
30 37 40 35 31 35
35 35 30 38 40 30
40 35 30 34 36 33
35 32 35 33 35 31
33 34 40 33 33 34
40 37 38 40 35 35
30 30 33 35 32 38
40 30 38 31 38 35
40 30 33 30 40 38
33 32 30 36 33 39
33 33 33 32 34 33
37 35 30 37 35 39
39 33 30 34 37 31
37 38 31 35 38 37
35 40 36 33 36 40
38 36 40 30 39 32
36 35 30 34 30 40
34 40 30 31 39 33
34 36 32 30 35 40
35 38 32 34 32 32
37 32 38 38 38 36
35 36 37 38 37 30
31 34 37 39 40 35
32 37 36 40 39 30
39 35 39 40 36 38

DIRECTION DIRECTION DIRECTION
SITE: 2. Baffin St N.O Antigua Ln
Posted MPH: 35

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
30 25 32 31 29 32
31 26 28 26 30 30
25 26 25 35 31 34
25 28 27 33 33 31
27 26 35 34 30 28
25 25 25 31 33 35
34 26 26 26 25 26
34 28 35 34 29 32
33 25 26 28 28 30
25 27 35 26 27 33
27 33 32 33 33 26
35 25 29 31 33 35
26 31 30 35 29 31
32 29 25 33 32 33
33 28 35 30 35 33
30 34 30 33 28 34
30 30 26 25 27 30
25 27 28 33 27 31
33 25 26 32 28 27
30 28 35 32 30 32
28 33 31 35 34 34
26 31 33 31 34 34
28 34 26 33 27 26
34 31 27 29 31 35
31 25 33 27 25 32
29 28 32 33 28 27
33 35 34 29 33 30
30 34 31 33 34 28
25 28 28 26 35 29
28 35 29 33 31 33
26 26 29 29 28 34
26 31 25 35 25 33
27 31 25 27 29 25
29 34 33 34 33 33
30 30 25 31 32 35
35 27 26 26 27 26
33 35 32 26 25 27
25 33 34 31 26 26
27 28 35 32 33 27
26 35 35 26 30 26
27 26 27 26 29 33
29 28 32 30 32 27
34 26 29 29 28 25
27 29 27 33 30 28
34 30 27 31 33 27
29 31 28 30 25 32
30 32 34 30 30 30
32 26 30 28 30 33
32 31 28 31 34 33
28 28 28 26 28 32

DIRECTION DIRECTION DIRECTION
SITE: 3. Balclutha Dr N.O Nina Ln
Posted MPH: 30

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
25 33 32 28 31 26
33 26 35 25 28 28
32 32 29 25 27 28
26 30 34 33 27 25
31 28 27 33 32 31
29 26 30 28 29 32
29 30 34 33 32 32
28 34 26 25 28 25
30 33 27 28 28 32
27 33 31 26 27 33
31 31 30 26 26 32
25 34 27 26 29 29
31 32 34 27 34 26
25 33 34 35 27 26
28 34 29 25 29 29
28 32 35 30 26 31
28 32 29 30 31 26
26 31 30 34 31 34
33 35 33 29 28 33
33 26 28 30 30 35
34 25 32 31 27 35
32 31 27 35 29 35
31 28 25 27 32 26
31 33 29 35 32 27
32 33 26 35 32 34
27 27 35 32 25 25
34 35 31 31 25 31
32 30 27 27 33 28
29 32 29 31 27 30
35 35 28 31 34 29
25 34 25 31 25 27
25 31 31 32 28 34
33 29 32 30 27 29
26 31 34 33 28 30
30 26 35 27 32 30
32 29 26 34 28 31
25 29 31 31 27 34
31 30 33 32 34 27
25 33 27 29 27 31
27 33 26 27 30 28
31 31 30 35 26 25
28 35 31 32 30 29
31 27 35 27 27 35
29 32 33 28 30 32
33 32 25 26 30 32
30 35 33 30 33 28
29 33 29 34 31 27
28 30 33 28 26 26
29 30 34 28 33 33
30 27 32 34 32 31

DIRECTION DIRECTION DIRECTION
SITE: 4. Beach Park Blvd N.O Vega Cir
Posted MPH: 25

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
35 37 38 39 34 33
33 40 34 40 40 37
34 38 36 30 31 38
40 39 35 34 33 35
33 38 38 40 37 32
38 37 40 40 39 39
30 36 30 38 32 37
36 34 36 32 36 34
37 33 31 35 36 35
37 33 37 33 38 30
31 34 34 40 34 32
31 35 39 33 36 34
37 36 38 39 37 35
34 35 40 39 36 30
38 37 35 35 38 33
30 40 31 40 38 38
35 35 35 35 33 32
37 39 37 39 35 38
36 33 37 37 36 30
34 34 32 37 37 34
34 32 31 40 33 37
38 35 39 33 30 32
40 34 40 36 37 30
35 38 38 39 30 37
36 32 36 38 38 40
38 38 33 37 31 40
31 36 39 40 34 35
39 30 36 33 35 37
37 33 34 37 38 40
33 36 36 40 39 32
34 34 31 37 31 39
35 33 30 30 36 36
37 35 39 35 33 35
36 38 33 33 36 33
39 32 39 34 32 30
39 31 33 34 37 40
39 39 30 37 35 31
32 33 33 31 32 40
34 40 35 37 36 35
38 36 39 31 37 38
39 31 40 35 31 30
37 31 30 38 30 32
31 30 32 36 33 34
37 37 36 31 32 31
37 34 37 39 38 37
30 33 30 30 34 38
31 32 34 38 30 36
35 32 31 39 35 38
36 37 39 31 31 31
32 35 30 40 36 30

DIRECTION DIRECTION DIRECTION
SITE: 5. Beach Park Blvd E.O Lord Ivelson Ln
Posted MPH: 35

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
31 40 36 34 31 37
34 39 39 40 36 34
30 38 32 30 34 32
38 34 37 38 35 33
37 32 32 30 30 32
38 35 36 31 37 39
36 38 40 32 39 38
40 38 33 31 34 34
35 37 35 32 39 35
33 37 32 30 40 37
39 34 34 38 39 39
30 35 35 39 32 30
30 33 33 33 31 38
38 33 30 36 38 32
40 33 33 39 37 37
35 35 34 40 37 40
37 36 30 31 40 37
38 40 33 39 36 36
35 40 40 37 39 35
30 38 32 35 31 31
38 32 35 40 31 38
32 35 31 39 36 31
31 35 31 33 32 35
34 32 39 35 33 30
40 31 34 37 36 36
39 35 36 30 32 37
32 32 36 35 35 31
31 39 38 37 37 32
32 37 38 30 36 35
36 36 33 34 35 32
35 30 33 38 37 31
32 34 36 34 40 40
36 40 33 36 39 40
40 39 39 34 39 36
30 31 37 33 35 40
35 40 36 34 40 38
38 33 40 40 32 34
40 38 39 31 38 32
31 34 32 30 30 36
31 34 30 34 37 39
39 40 35 35 40 30
30 39 39 33 31 39
31 39 34 39 31 38
34 37 36 35 31 36
37 32 31 33 30 32
38 36 34 34 34 36
32 35 36 35 35 33
36 33 37 31 37 33
31 37 31 40 36 36
37 35 30 34 35 35

DIRECTION DIRECTION DIRECTION
SITE: 6. Beach Park Blvd S.O Egret St
Posted MPH: 35

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
38 31 30 35 31 34
33 40 34 36 40 35
31 39 39 32 39 38
34 31 33 39 38 30
30 37 31 40 32 33
39 37 35 39 34 30
31 32 34 30 33 37
40 30 36 39 37 30
30 30 30 30 31 37
34 36 40 40 32 36
35 37 38 35 36 32
37 39 34 33 30 32
32 34 36 38 31 38
40 39 36 31 35 35
39 35 36 30 37 31
33 32 40 40 38 31
36 36 30 36 31 33
37 31 32 33 30 31
34 32 34 30 36 39
30 40 34 32 31 32
34 39 39 32 38 30
36 33 40 30 37 34
32 36 30 38 31 31
37 39 30 35 34 36
39 30 37 36 37 35
37 34 31 32 38 34
38 35 32 30 33 39
30 36 30 36 32 38
30 36 37 32 30 40
33 40 37 34 37 35
35 37 40 40 38 38
34 33 39 34 31 32
37 33 30 30 34 31
34 37 36 39 35 33
31 40 31 34 30 37
32 37 30 33 32 32
30 40 30 40 37 33
30 33 37 36 32 34
38 38 37 40 31 38
36 31 36 34 30 33
35 35 30 34 38 38
38 30 34 38 40 37
34 40 35 34 31 32
38 32 32 31 36 33
31 31 30 31 30 30
35 37 33 33 31 36
30 38 38 40 30 34
30 34 39 32 32 30
37 38 37 36 30 40
39 30 31 36 39 35

DIRECTION DIRECTION DIRECTION
SITE: 6B. Beach Park Blvd S.O Swordfish St
Posted MPH: 35

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
34 31 30 29 26 29
28 35 28 28 32 30
33 30 34 28 31 34
26 35 29 29 29 30
30 32 29 34 32 26
32 35 25 29 31 31
28 33 28 32 29 31
34 31 33 32 35 25
34 30 33 35 32 26
26 33 33 25 32 26
25 25 30 35 33 35
25 35 25 29 31 32
32 34 31 26 30 35
34 33 27 35 34 33
31 26 33 25 28 25
32 29 30 26 26 25
29 28 28 27 33 26
30 33 32 27 29 29
31 32 30 30 26 32
29 26 25 27 31 35
26 29 25 31 27 28
27 26 32 33 34 28
25 28 34 32 34 29
28 30 32 26 34 32
31 30 33 34 30 30
26 25 35 35 33 30
27 27 34 28 33 25
30 25 32 27 30 35
34 25 31 26 31 30
33 26 29 32 26 28
26 34 34 35 25 33
34 26 27 31 29 25
35 26 25 25 31 34
29 31 34 26 25 27
35 29 25 26 34 33
35 27 32 30 35 29
30 27 32 34 29 34
26 34 26 27 26 26
27 29 28 26 25 29
30 27 25 34 27 27
26 28 34 25 35 30
26 28 35 29 31 34
30 25 33 28 34 26
28 25 34 25 34 27
27 26 25 32 31 32
35 25 32 33 27 27
30 27 31 28 26 30
26 33 25 28 31 27
35 34 29 29 35 31
29 34 25 25 25 25

DIRECTION DIRECTION DIRECTION
SITE: 7. Boothbay Ave S.O Galveston St
Posted MPH: 30

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
29 29 25 28 34 26
33 30 35 32 33 26
28 35 33 28 34 29
35 25 28 27 26 28
32 30 30 34 28 26
30 26 25 34 32 25
28 28 32 32 32 26
32 28 27 34 29 33
30 31 31 29 34 27
29 33 27 29 32 35
27 32 30 31 31 25
35 25 32 26 30 33
25 26 28 32 25 28
30 32 26 32 25 25
25 32 27 34 29 25
27 31 25 29 29 27
26 34 33 27 34 32
31 28 34 31 29 26
32 33 28 31 25 30
32 27 32 34 28 35
28 26 32 26 33 25
35 29 28 27 29 27
31 29 33 27 27 26
27 35 32 27 28 30
32 31 31 27 35 29
30 26 28 28 30 35
30 35 28 29 35 34
34 26 25 26 34 27
26 30 27 30 30 33
33 35 34 31 26 25
31 35 32 33 33 27
30 35 26 31 27 27
33 28 32 29 25 32
25 28 28 29 30 25
32 26 30 32 32 31
27 31 28 27 30 26
25 31 31 27 34 28
25 25 29 31 32 35
26 25 31 30 26 33
27 28 25 33 32 34
25 29 29 30 32 27
35 35 29 28 30 26
35 31 35 29 26 29
32 27 25 28 26 32
27 31 30 30 26 30
34 32 32 33 33 33
34 31 34 35 26 30
28 28 26 26 25 27
26 25 35 27 26 30
33 29 26 27 35 31

DIRECTION DIRECTION DIRECTION
SITE: 8. Bounty Dr E.O Shell Blvd
Posted MPH: 30

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
27 29 26 28 27 25
26 30 35 34 27 26
29 34 29 30 27 32
29 34 30 32 33 33
28 32 35 28 31 31
28 35 26 30 32 34
32 34 33 29 30 30
35 28 30 28 34 31
30 27 29 35 31 32
27 26 30 31 25 27
26 30 31 35 27 25
25 31 26 28 27 25
34 32 35 28 35 25
32 26 31 33 28 27
25 30 33 35 33 29
28 34 34 25 32 29
31 30 35 27 28 27
29 27 27 27 28 33
28 33 29 33 25 32
30 26 26 26 26 34
31 33 31 32 26 27
32 34 33 27 34 31
25 28 35 27 31 29
34 34 32 33 32 35
26 30 30 27 32 29
29 27 29 29 31 29
29 30 32 29 32 35
32 26 25 30 35 25
31 29 34 29 29 26
29 33 34 32 33 34
33 30 35 29 28 29
35 25 30 34 29 29
31 30 26 26 31 25
34 27 35 25 25 31
33 25 34 29 30 26
25 35 30 34 34 28
27 30 32 33 29 25
34 30 29 31 34 25
32 32 25 27 31 32
30 32 30 27 32 30
30 25 32 33 27 30
29 25 31 35 31 27
25 25 28 35 29 30
27 27 29 28 31 30
30 30 27 35 30 27
35 28 35 29 28 26
34 32 26 27 35 29
28 33 34 35 35 30
35 35 26 33 28 28
30 34 30 30 34 29

DIRECTION DIRECTION DIRECTION
SITE: 9. Catamaran St N.O Balboa St
Posted MPH: 30

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
29 32 32 26 26 34
27 25 30 34 25 34
33 34 33 29 27 27
30 34 29 27 33 33
25 35 28 26 35 27
33 28 33 34 25 31
26 26 30 31 25 27
32 30 33 26 25 29
28 26 29 35 30 25
31 30 27 28 32 25
32 31 30 34 35 26
35 28 26 34 28 29
30 29 34 35 35 32
32 25 35 26 29 29
28 28 33 29 29 34
28 26 32 32 30 32
33 35 32 25 26 26
26 26 25 34 32 28
28 35 27 27 29 25
29 26 31 25 26 30
34 29 30 35 27 33
34 28 35 33 35 29
34 27 29 32 33 29
33 26 31 32 25 26
32 30 26 32 33 31
28 30 35 34 31 30
32 29 25 25 28 34
29 31 27 32 34 29
35 32 25 33 34 33
33 27 31 26 27 26
35 32 31 33 35 29
35 33 34 26 34 27
26 33 31 29 33 34
34 33 30 31 26 27
25 28 29 28 32 35
30 25 35 28 26 31
27 30 35 26 29 29
28 31 32 33 28 35
32 35 26 35 28 34
32 26 31 27 28 31
30 32 33 30 28 28
27 35 26 34 28 27
26 25 25 25 27 25
26 26 28 33 29 29
35 26 28 28 27 28
26 26 29 30 33 35
28 30 33 31 31 27
32 26 31 33 30 27
30 35 33 31 31 34
30 31 25 33 29 34

DIRECTION DIRECTION DIRECTION
SITE: 10. Catamaran St E.O Clipper Ln
Posted MPH: 30

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
35 35 31 30 35 28
31 34 26 31 26 35
27 35 34 29 30 32
29 26 26 25 34 31
30 32 29 30 35 32
32 26 28 28 33 25
33 34 28 29 28 31
31 25 31 33 26 28
27 28 28 29 26 25
32 26 26 30 25 32
32 32 35 32 34 35
25 29 28 27 29 29
29 32 31 30 27 26
30 35 28 27 32 29
27 28 34 35 34 26
33 34 26 27 29 25
25 32 33 31 33 26
32 26 30 27 29 29
27 31 32 31 34 27
35 30 30 31 32 26
30 30 28 26 30 30
26 35 25 34 34 35
29 34 30 35 28 32
32 31 25 31 25 33
25 31 29 31 25 30
27 28 32 32 28 28
30 31 31 28 30 28
27 33 28 29 33 32
28 27 29 25 33 30
26 26 32 31 33 30
26 33 34 35 31 27
26 31 26 26 27 27
34 31 34 32 29 28
34 25 28 29 27 31
27 29 29 34 30 30
25 35 35 31 27 33
35 27 26 26 33 31
28 31 30 25 30 26
29 27 32 31 25 32
28 35 29 32 33 33
27 27 31 27 30 31
29 25 25 28 29 29
31 27 27 30 34 34
34 32 27 35 28 34
31 35 25 35 25 29
26 28 29 29 30 27
32 34 33 26 26 33
30 25 32 28 28 33
25 30 34 30 29 34
31 35 32 33 35 32

DIRECTION DIRECTION DIRECTION
SITE: 11. Chess Dr E.O Vintage Park Dr
Posted MPH: 30

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
42 46 48 43 44 43
49 47 41 46 42 47
48 48 44 40 43 47
44 46 44 49 50 42
42 45 45 43 45 45
48 50 49 47 44 49
46 45 40 45 49 50
50 46 49 46 44 47
50 48 41 40 48 47
46 48 40 50 40 43
49 46 44 50 42 44
43 41 41 43 40 49
50 40 48 45 41 50
50 44 47 45 47 40
50 40 41 42 48 45
43 44 47 40 49 41
44 42 49 49 48 40
47 49 45 46 44 41
40 50 44 43 50 45
43 46 47 50 44 50
44 49 41 40 47 46
48 45 45 50 45 50
43 50 45 48 50 41
40 41 47 42 49 41
49 49 50 44 41 50
40 48 45 43 43 49
45 50 41 47 50 41
46 48 46 46 46 50
40 44 40 45 40 45
41 40 40 48 48 50
46 40 42 45 48 50
42 41 45 45 48 47
41 50 48 50 47 48
50 46 50 49 41 46
41 48 43 40 48 50
45 44 44 48 46 49
43 47 42 42 40 47
50 44 45 41 40 48
42 41 41 40 41 50
43 42 41 40 48 47
40 41 42 47 41 48
41 48 41 48 45 42
44 48 43 40 43 50
42 42 45 41 41 43
40 45 48 46 50 40
49 41 49 42 44 46
47 48 42 45 44 50
43 40 49 48 46 40
40 43 40 49 49 43
43 41 49 40 48 44

DIRECTION DIRECTION DIRECTION
SITE: 12. E 3rd Ave E.O Lakeside Dr
Posted MPH: 45

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
38 40 45 38 39 45
39 45 41 39 35 35
38 42 41 43 37 40
41 37 37 40 43 45
45 39 45 36 37 37
42 43 44 38 37 44
35 39 37 45 41 41
43 39 35 37 39 37
36 37 40 45 41 37
40 36 42 39 43 45
40 43 42 39 36 43
44 36 36 36 35 35
42 40 42 44 35 45
45 42 44 35 36 39
41 42 35 38 37 41
44 42 40 41 40 44
38 36 38 45 45 35
43 41 45 38 41 38
45 39 38 43 42 44
42 39 45 41 41 39
36 40 42 42 45 44
39 41 35 43 41 39
44 35 36 41 40 38
41 43 40 40 42 42
36 36 36 37 36 45
35 43 36 35 39 42
44 37 36 43 42 40
42 40 35 45 39 38
40 44 41 44 39 40
44 40 40 45 41 43
45 35 35 41 42 42
39 45 45 45 36 39
45 37 43 41 43 45
37 44 45 35 35 42
43 42 42 45 40 37
37 40 40 40 37 43
38 40 39 42 39 37
41 44 43 43 44 42
36 40 38 44 41 40
37 44 44 39 38 43
40 40 36 41 42 36
45 43 43 37 41 45
38 43 45 43 43 40
39 36 40 44 39 38
42 43 43 43 44 42
41 42 37 37 44 39
41 41 38 39 41 36
39 43 36 40 39 44
40 42 36 43 42 42
38 44 43 41 43 39

DIRECTION DIRECTION DIRECTION
SITE: 13. E 3rd Ave W.O Lincoln Centre Dr
Posted MPH: 40

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
38 45 38 35 41 45
36 40 35 42 41 43
41 43 40 45 36 43
42 43 38 41 35 36
42 41 37 41 42 43
44 43 44 39 44 44
42 41 36 39 37 38
39 37 41 42 35 39
42 35 45 42 40 36
41 41 40 39 35 44
45 41 45 41 40 38
38 38 43 36 37 45
39 35 45 36 37 40
35 35 36 39 42 44
36 42 41 41 38 37
39 45 37 41 43 35
35 35 36 36 35 39
35 38 37 37 42 35
36 35 39 41 39 43
38 39 40 39 35 37
44 43 39 40 40 38
41 42 42 35 43 37
39 37 43 45 40 35
39 45 43 42 39 39
45 36 42 38 38 36
43 39 41 35 42 39
37 45 42 40 43 38
40 45 43 35 45 43
38 38 43 37 35 41
40 44 42 36 36 39
39 38 36 41 35 37
41 38 43 43 43 45
39 43 38 44 37 39
40 35 35 40 37 39
38 42 40 39 35 40
40 39 40 41 37 42
42 45 44 45 39 45
37 40 38 38 38 39
39 37 42 42 35 37
36 43 37 39 43 38
45 40 45 36 36 35
36 38 39 38 40 42
37 45 42 38 35 36
41 39 36 44 36 37
36 41 36 45 39 43
41 44 44 45 35 39
39 35 42 45 39 39
43 39 45 43 42 45
36 36 40 45 41 43
39 45 38 35 44 45

DIRECTION DIRECTION DIRECTION
SITE: 14. E Hillsdale Blvd W.O Sea Spray Ln
Posted MPH: 40

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
38 30 33 34 31 35
32 30 33 38 32 39
30 40 32 34 31 30
39 35 33 32 31 36
32 40 35 40 30 34
33 39 31 35 31 30
33 35 33 37 31 30
34 34 36 31 33 36
39 38 32 33 36 34
31 37 38 31 30 40
36 40 38 36 38 34
36 38 40 34 35 32
38 34 36 39 34 40
35 40 32 39 37 31
34 34 30 36 38 36
32 30 40 36 38 40
36 36 31 33 36 38
33 39 35 35 39 38
38 30 40 39 33 37
39 35 38 30 36 35
40 30 36 35 31 31
34 40 37 31 40 35
40 32 30 36 33 38
31 35 35 32 39 32
32 32 39 30 30 34
36 35 34 35 40 34
33 39 35 39 34 36
36 39 38 38 39 32
35 39 37 39 36 32
40 36 31 40 30 40
33 39 30 37 35 30
38 36 33 39 35 38
36 30 39 35 38 39
34 32 40 36 34 40
31 37 40 36 37 35
35 38 39 40 31 32
38 40 37 34 34 31
36 31 40 30 30 31
37 30 37 37 40 36
40 32 35 31 39 31
34 33 32 39 32 31
34 36 30 31 34 33
37 32 32 36 33 37
30 33 30 37 32 35
39 30 30 30 37 35
31 40 40 33 40 40
38 33 34 34 30 38
35 33 36 37 32 38
32 33 30 40 37 36
37 38 40 40 34 40

DIRECTION DIRECTION DIRECTION
SITE: 15. E Hillsdale Blvd E.O Portal Ln
Posted MPH: 35

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
30 35 36 37 40 38
38 32 32 34 37 30
31 30 37 40 32 31
38 35 40 40 36 37
39 40 35 35 31 33
32 35 32 39 34 31
39 38 34 35 40 32
30 32 39 35 30 35
30 37 30 35 32 40
39 40 31 40 40 38
32 33 36 39 35 37
40 38 35 40 35 35
32 31 31 32 30 32
32 35 38 35 39 39
36 32 39 36 38 32
37 35 35 37 36 39
37 34 37 39 39 40
39 38 40 37 34 36
39 33 31 36 35 32
40 33 32 38 37 32
37 31 39 39 30 38
39 33 38 38 32 32
40 39 35 39 34 36
32 34 33 33 36 38
40 33 38 40 36 32
36 34 38 32 31 31
36 32 38 36 31 32
37 36 32 37 37 39
39 39 33 36 37 40
36 33 34 36 31 30
40 31 39 37 37 30
37 32 33 34 34 38
31 31 36 40 33 36
40 35 30 32 35 31
37 40 40 38 36 35
40 32 36 37 35 33
31 35 36 36 40 38
39 33 30 36 30 32
38 39 37 38 32 30
39 33 34 33 38 32
30 40 33 37 30 36
37 36 39 38 34 37
30 39 39 31 30 32
35 38 34 32 34 38
30 32 30 38 35 32
32 34 37 39 38 31
32 39 33 37 35 30
35 40 40 39 30 36
34 30 31 30 39 31
39 31 32 38 36 31

DIRECTION DIRECTION DIRECTION
SITE: 16. E Hillsdale Blvd N.O Calypso Ln
Posted MPH: 35

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
40 38 35 38 36 40
41 35 43 41 38 39
35 39 40 39 36 44
40 42 43 37 38 43
36 43 35 39 36 43
39 45 42 41 37 41
45 38 39 45 38 36
35 38 39 44 35 35
42 45 36 36 38 36
42 43 35 38 45 43
45 43 43 44 37 45
37 40 37 41 43 43
37 42 44 44 40 39
44 44 37 39 38 42
45 36 40 43 44 36
42 35 36 42 40 36
43 40 38 38 38 36
38 36 43 36 35 38
35 40 43 37 41 45
42 44 37 39 41 38
44 45 45 45 35 36
37 45 44 40 37 41
42 41 38 43 38 38
44 41 42 38 39 44
36 45 38 45 42 38
35 43 45 37 38 38
36 40 43 39 43 37
35 36 41 45 36 42
39 43 39 35 37 37
35 36 39 41 43 45
38 40 39 37 37 35
40 42 38 40 41 36
40 45 38 37 41 35
42 43 39 40 40 43
44 41 41 35 43 44
37 40 44 44 44 39
36 41 36 40 39 39
37 38 38 37 37 38
41 43 36 41 41 35
44 45 38 39 38 45
45 45 36 40 45 39
35 43 44 39 43 45
45 45 36 43 43 35
38 39 41 38 45 42
43 42 36 41 35 44
43 41 43 37 37 44
43 44 45 42 41 44
36 44 40 37 38 44
37 41 44 38 35 44
45 36 39 45 37 35

DIRECTION DIRECTION DIRECTION
SITE: 17. Edgewater Blvd N.O Orion Ln
Posted MPH: 40

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
37 34 32 34 30 34
40 40 32 37 32 38
31 33 30 31 40 37
39 33 32 35 36 36
30 34 30 40 39 40
35 40 34 31 30 30
32 39 35 32 30 40
31 35 40 34 40 32
33 38 30 40 40 35
30 36 33 37 39 33
38 30 34 31 35 35
30 40 35 31 30 30
38 35 30 39 40 39
31 40 37 37 35 35
38 30 31 35 30 32
35 39 37 36 37 39
36 40 34 30 35 40
33 36 38 33 33 30
38 35 31 39 40 36
33 30 40 37 34 35
32 33 40 35 37 31
37 40 40 31 30 32
38 31 31 34 36 33
32 34 30 34 31 31
40 40 33 36 34 33
38 37 40 30 40 34
33 36 36 37 39 32
38 34 38 31 38 31
31 30 31 33 31 34
36 32 40 40 35 39
34 38 35 40 34 32
37 32 30 32 33 37
40 38 39 39 31 32
32 37 36 30 34 36
30 38 34 31 37 30
32 32 35 34 39 40
36 34 39 34 30 39
32 33 40 35 40 33
30 32 39 32 30 37
30 32 31 36 39 40
40 35 39 39 30 36
36 34 33 40 32 36
38 40 33 36 39 35
40 36 37 31 34 30
35 37 34 37 31 39
31 31 32 33 33 36
32 31 31 35 36 35
35 39 39 38 31 40
31 31 33 34 34 30
37 32 32 31 32 36

DIRECTION DIRECTION DIRECTION
SITE: 18. Edgewater Blvd N.O Boothbay Ave
Posted MPH: 35

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
20 21 22 20 23 29
21 27 25 27 20 21
28 22 22 22 25 25
23 20 22 21 20 25
21 21 22 28 20 28
29 20 21 22 27 30
25 22 27 29 20 28
22 27 21 28 26 20
27 22 23 27 25 26
22 23 29 30 28 20
27 28 24 30 30 26
22 20 23 20 29 29
23 27 26 30 28 28
22 28 29 21 25 26
29 23 20 28 25 24
30 24 29 23 29 30
27 21 25 24 25 29
23 21 24 22 23 30
24 25 24 23 20 25
23 28 21 24 29 24
29 21 27 25 30 23
26 22 24 22 21 25
27 21 21 20 27 24
25 25 27 21 22 22
28 23 27 20 21 23
27 26 27 27 28 29
23 22 28 28 21 21
25 29 30 26 22 29
29 28 20 27 30 27
30 27 20 27 28 30
23 26 28 21 27 27
20 28 29 21 30 21
25 29 26 28 26 28
29 26 30 22 27 29
30 29 21 28 23 23
30 27 26 23 28 27
22 30 23 28 26 23
28 28 29 21 26 22
28 23 20 23 21 21
27 21 26 29 27 20
28 21 20 24 28 22
28 25 28 25 26 29
29 20 29 24 26 23
20 21 26 26 22 28
28 25 21 21 26 29
28 23 22 27 20 22
26 21 20 20 24 22
27 28 28 27 26 29
23 21 28 27 21 25
27 24 24 21 30 29

DIRECTION DIRECTION DIRECTION
SITE: 19. Halsey Blvd N.O Burrows St
Posted MPH: 25

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
30 40 37 34 37 38
33 36 31 36 39 40
40 39 34 38 38 32
35 40 32 35 32 30
37 30 36 30 34 37
33 30 39 36 40 38
35 35 38 32 30 32
39 38 34 33 34 34
34 33 31 31 40 36
30 38 40 37 32 34
32 30 39 31 32 37
37 40 36 36 34 31
38 40 31 36 40 38
37 39 40 30 31 33
32 40 39 38 30 32
32 35 38 31 33 39
33 40 33 36 40 34
31 34 40 39 34 39
39 37 32 32 37 33
38 32 35 35 38 31
31 37 40 39 34 37
30 39 31 31 30 30
31 34 39 35 36 30
35 32 36 32 40 40
31 34 32 35 40 30
31 33 40 33 38 30
38 34 34 34 31 38
36 33 39 35 32 34
34 38 40 34 38 39
37 39 35 40 40 35
40 37 33 39 33 31
31 34 34 31 30 31
31 35 35 36 33 38
40 37 37 37 30 35
33 37 36 32 35 34
40 37 39 34 30 40
37 32 31 38 35 36
40 31 39 32 39 38
30 39 32 35 30 30
39 32 40 30 33 31
38 36 31 35 33 38
31 31 39 34 32 35
39 30 34 33 37 39
35 30 38 40 39 31
33 37 35 30 37 31
39 33 36 30 37 33
31 34 32 33 40 33
37 38 37 36 33 34
40 38 32 30 32 30
40 39 39 30 36 40

DIRECTION DIRECTION DIRECTION
SITE: 20. Foster City Blvd S.O Chess Dr
Posted MPH: 35

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
35 36 36 43 44 38
38 35 43 35 44 39
38 37 40 38 35 40
44 37 35 42 37 35
41 44 42 36 44 35
44 36 45 40 44 40
40 40 41 45 42 39
45 44 37 45 36 39
37 36 44 37 37 41
40 42 39 43 37 36
36 36 44 39 36 36
41 45 38 42 45 40
42 38 37 35 39 40
39 42 45 40 44 38
42 36 36 43 42 38
40 42 35 42 38 45
43 44 38 38 36 35
41 36 40 39 38 43
38 37 45 38 41 35
39 39 37 43 39 43
37 44 35 39 36 39
40 40 40 39 42 40
44 40 36 44 35 43
41 36 37 38 42 35
45 43 40 39 36 38
36 35 36 40 37 43
43 37 38 44 37 36
41 35 35 45 43 44
43 42 37 40 36 35
38 40 36 38 43 43
45 35 35 39 35 36
40 37 36 39 37 36
41 41 36 38 35 45
37 40 37 40 41 41
35 36 35 41 37 38
43 41 44 38 37 42
37 44 37 38 41 39
36 36 36 41 36 44
42 37 43 44 36 38
39 43 36 36 42 37
44 40 36 37 38 39
39 44 35 43 43 45
38 37 44 39 39 44
45 41 44 36 35 38
36 35 39 39 45 35
45 38 38 35 42 45
36 44 40 36 38 41
39 44 43 36 44 43
41 38 42 37 38 37
40 38 39 41 37 37

DIRECTION DIRECTION DIRECTION
SITE: 21. Foster City Blvd S.O Civic Center Dr
Posted MPH: 40

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
37 32 40 34 30 34
33 33 31 36 37 34
34 35 35 37 31 37
31 34 35 34 31 35
30 34 38 35 40 37
38 38 36 33 38 39
30 32 34 35 36 30
32 37 31 39 31 38
35 40 38 40 35 37
32 30 32 40 31 31
31 34 38 30 39 40
40 31 30 35 35 34
34 40 35 40 36 32
32 35 30 40 30 31
32 36 33 39 35 38
30 40 32 39 33 34
34 35 40 39 38 32
39 37 30 33 36 39
39 32 31 36 37 37
38 33 34 33 30 36
34 40 40 36 36 40
31 31 33 32 31 32
36 33 32 39 36 33
39 38 39 40 40 39
30 40 36 31 34 35
34 32 37 37 36 40
40 38 40 40 30 32
39 36 31 31 34 31
39 30 38 35 36 39
34 30 34 34 33 32
35 32 36 34 32 33
40 35 38 32 38 35
31 33 34 33 30 38
40 37 40 32 40 35
40 33 40 36 38 36
38 31 37 37 35 32
40 32 31 39 31 32
36 38 33 31 33 38
30 31 36 37 30 36
37 40 38 35 35 30
32 33 37 30 37 33
35 33 31 31 36 40
36 34 35 35 32 40
33 39 36 35 38 33
36 35 35 34 33 30
36 34 36 33 37 33
36 40 35 30 39 34
30 38 30 34 35 39
32 32 39 32 30 33
39 39 39 33 37 38

DIRECTION DIRECTION DIRECTION
SITE: 22. Foster City Blvd S.O Marlin Ave
Posted MPH: 35

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
26 35 32 27 30 32
27 31 25 29 29 32
26 29 35 25 35 26
30 35 31 27 35 25
27 32 31 34 34 25
28 33 29 26 26 27
32 31 28 28 35 27
27 26 27 28 34 32
26 35 34 26 29 28
35 27 29 34 30 28
30 27 34 31 31 35
27 25 34 34 34 28
30 34 26 34 27 30
30 32 30 32 31 30
30 34 33 25 32 28
31 32 27 31 30 27
26 32 29 35 27 33
31 26 29 31 35 32
31 28 27 35 30 35
33 29 26 35 31 33
33 33 25 25 26 26
30 29 35 31 31 32
31 31 26 27 35 32
33 33 29 35 28 27
26 28 31 26 35 28
31 35 34 32 26 25
29 31 27 34 27 32
31 30 25 33 32 27
27 35 30 31 35 30
35 34 26 28 31 32
26 25 35 32 27 26
31 28 31 35 30 26
29 31 30 34 25 32
32 32 29 33 35 25
33 25 25 31 35 31
32 30 33 25 35 26
34 28 35 25 31 27
33 34 29 32 27 28
29 32 32 31 29 33
35 30 26 35 30 35
29 25 31 34 27 33
34 26 30 31 32 26
34 33 31 29 31 27
25 30 33 30 28 34
33 31 28 28 26 25
35 31 30 33 33 31
26 31 33 34 28 25
35 25 35 33 26 25
29 25 31 34 29 33
35 28 25 25 25 28

DIRECTION DIRECTION DIRECTION
SITE: 23. Gull Ave E.O Mallard St
Posted MPH: 30

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
29 32 25 32 30 32
29 26 28 28 33 35
26 29 33 28 31 26
34 33 33 32 28 28
32 29 27 31 32 35
28 31 35 32 32 28
31 28 30 31 28 34
32 32 33 28 30 27
29 32 28 32 34 34
32 27 30 27 31 26
30 25 27 35 33 34
29 27 32 28 28 27
30 31 29 28 31 26
30 31 34 35 27 35
27 26 28 31 29 32
27 29 25 35 32 27
33 34 27 26 29 30
26 33 32 25 30 26
31 32 32 30 34 34
25 34 31 30 28 25
30 30 27 27 32 34
30 30 34 32 31 28
30 34 25 33 33 30
34 29 26 33 33 31
29 28 28 27 25 34
26 33 30 27 28 31
25 27 33 32 35 32
35 26 34 27 35 31
32 26 26 29 30 33
34 25 25 29 34 34
33 31 30 32 26 31
34 31 33 28 34 26
28 32 25 25 26 35
35 27 33 32 34 31
28 25 33 30 29 25
27 27 35 34 31 33
27 35 27 27 25 31
28 31 33 31 30 30
29 25 26 27 31 28
35 35 35 28 34 31
33 26 34 34 28 32
33 35 30 28 26 32
34 26 32 34 31 31
26 34 25 34 27 28
29 29 30 34 31 30
26 35 35 27 29 32
26 25 30 34 30 25
30 34 30 27 30 30
26 35 26 25 25 29
29 32 28 27 27 27

DIRECTION DIRECTION DIRECTION
SITE: 24. Marlin Ave E.O Halibut St
Posted MPH: 30

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
35 36 38 35 30 40
40 34 35 30 35 40
35 40 39 30 34 35
37 39 34 34 37 32
40 35 40 32 32 30
37 33 33 30 34 38
39 40 36 34 36 32
36 36 33 32 32 34
30 32 34 38 35 32
30 36 34 35 39 35
31 33 33 33 37 35
32 36 33 35 34 33
36 35 36 33 37 35
32 33 31 40 36 35
34 30 31 34 38 33
40 33 30 37 39 36
36 34 39 34 39 37
38 40 36 37 40 39
31 40 35 35 32 32
38 39 39 31 35 33
33 35 39 35 30 36
30 34 39 32 40 36
38 35 32 33 37 30
31 32 38 31 35 36
31 30 34 32 38 36
30 31 37 30 38 36
32 33 34 35 30 34
30 34 38 35 30 34
39 34 39 35 31 39
39 39 39 37 31 35
37 38 31 30 32 38
35 38 30 36 31 40
31 34 30 37 33 40
37 31 37 31 34 34
31 37 32 34 30 38
31 33 39 38 33 34
30 39 39 38 40 32
33 36 38 31 40 39
31 37 34 35 30 36
40 37 34 30 39 30
31 39 39 37 35 34
32 40 33 32 38 34
33 35 36 33 37 30
35 34 30 39 37 33
39 32 33 33 32 38
32 30 36 35 30 33
36 30 33 38 40 38
40 39 38 31 34 36
36 36 32 34 33 39
36 37 30 38 32 36

DIRECTION DIRECTION DIRECTION
SITE: 25. Metro Center Blvd E.O Vintage Park Dr
Posted MPH: 35

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
34 35 36 32 33 31
34 36 37 37 38 38
33 36 40 31 38 38
34 30 32 30 38 30
36 32 40 37 34 34
40 36 32 38 38 37
32 33 32 33 31 35
36 34 38 34 35 34
35 37 39 30 30 36
30 39 34 30 33 38
32 37 32 31 39 37
35 35 34 30 35 31
39 38 34 39 37 40
39 30 33 39 39 40
32 38 34 32 40 40
38 35 32 33 33 33
34 32 36 39 40 31
34 37 30 37 38 35
35 31 36 35 38 34
35 39 31 31 34 38
30 30 38 33 30 37
33 35 40 31 38 35
34 31 31 34 36 38
35 40 34 31 34 33
31 36 36 39 37 40
30 33 30 33 30 30
37 38 36 30 30 34
34 32 38 39 34 40
40 39 36 31 37 33
37 32 36 36 39 33
40 34 34 32 33 34
34 40 31 33 34 32
30 30 37 31 36 40
39 36 38 37 33 31
33 33 37 36 36 39
34 40 30 38 38 39
36 33 40 32 30 40
31 39 36 39 30 32
39 40 35 40 34 39
34 37 38 34 39 40
32 38 37 35 31 37
35 33 35 31 30 30
33 36 38 40 36 35
31 34 40 33 30 33
32 34 34 37 35 31
33 39 35 38 30 31
33 40 36 31 35 40
39 33 39 32 37 40
30 30 37 34 31 35
39 35 35 40 35 33

DIRECTION DIRECTION DIRECTION
SITE: 26. Pitcairn Dr W.O Santa Catalina Ln
Posted MPH: 35

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
23 25 21 28 25 22
23 23 24 30 27 22
29 28 27 27 27 24
21 30 27 20 22 22
24 20 26 20 25 24
20 25 20 23 21 25
26 24 22 28 25 20
27 24 21 20 20 30
20 22 23 20 23 30
25 22 20 25 30 29
25 30 26 27 24 29
20 22 29 26 23 24
25 27 29 21 20 26
22 24 28 22 22 22
24 23 30 30 24 29
27 21 26 26 25 30
29 21 26 20 22 26
21 21 27 21 20 25
26 27 30 24 24 29
28 20 20 25 26 20
26 21 26 21 30 28
20 20 29 28 27 29
28 23 20 24 29 30
29 30 30 28 24 24
20 27 22 24 26 22
27 30 23 24 27 25
23 23 21 23 20 26
20 23 30 21 30 27
30 29 26 30 22 22
21 29 20 30 25 23
20 29 25 20 24 25
30 22 30 30 21 24
24 25 23 20 28 22
22 24 25 30 27 29
22 27 22 21 28 20
28 25 22 22 25 21
24 24 20 20 30 27
27 27 23 22 29 20
26 20 24 27 22 28
22 27 22 23 27 25
24 29 22 22 21 28
30 26 26 21 29 29
23 26 22 24 29 24
30 30 25 24 27 20
26 30 30 28 20 21
28 27 22 22 24 28
27 30 28 29 22 25
29 23 20 29 23 29
30 26 21 30 27 25
25 20 30 20 27 23

DIRECTION DIRECTION DIRECTION
SITE: 27. Polaris Ave S.O Argus Ct
Posted MPH: 25
Eͬ
 ^ͬt Eͬ
 ^ͬt Eͬ
 ^ͬt
ϯϬ Ϯϴ ϯϬ Ϯϳ ϯϮ Ϯϲ
Ϯϵ Ϯϳ ϯϬ Ϯϱ ϯϱ ϯϮ
ϯϯ ϯϮ Ϯϴ ϯϯ ϯϬ Ϯϲ
ϯϬ Ϯϲ ϯϬ ϯϮ ϯϮ ϯϮ
ϯϯ Ϯϱ ϯϬ ϯϮ Ϯϱ Ϯϴ
ϯϰ Ϯϴ Ϯϴ Ϯϴ ϯϱ ϯϬ
ϯϰ Ϯϳ Ϯϱ Ϯϳ Ϯϴ ϯϮ
ϯϮ Ϯϲ Ϯϵ Ϯϱ Ϯϲ Ϯϵ
ϯϰ Ϯϴ ϯϰ ϯϰ Ϯϵ ϯϬ
Ϯϴ ϯϱ Ϯϳ ϯϱ ϯϱ Ϯϴ
ϯϰ Ϯϴ ϯϯ Ϯϲ ϯϬ ϯϭ
ϯϭ ϯϮ Ϯϴ ϯϯ Ϯϲ ϯϰ
Ϯϵ ϯϰ Ϯϵ Ϯϳ Ϯϲ Ϯϴ
ϯϰ ϯϮ ϯϰ ϯϭ ϯϯ Ϯϱ
ϯϯ ϯϯ ϯϮ ϯϮ ϯϯ Ϯϳ
ϯϱ ϯϭ ϯϱ Ϯϵ ϯϯ Ϯϴ
ϯϰ ϯϱ Ϯϳ Ϯϱ ϯϮ ϯϯ
Ϯϵ ϯϰ ϯϱ Ϯϲ Ϯϱ ϯϯ
Ϯϵ Ϯϳ ϯϯ Ϯϴ ϯϯ ϯϭ
Ϯϱ Ϯϱ Ϯϵ ϯϯ Ϯϵ ϯϰ
Ϯϵ ϯϯ ϯϯ ϯϰ ϯϬ Ϯϲ
Ϯϳ ϯϬ ϯϬ Ϯϲ Ϯϴ ϯϮ
ϯϭ ϯϱ Ϯϱ Ϯϳ Ϯϳ Ϯϳ
Ϯϵ ϯϭ ϯϯ Ϯϵ ϯϱ Ϯϴ
ϯϮ ϯϯ ϯϭ Ϯϱ ϯϰ ϯϰ
Ϯϵ Ϯϵ Ϯϴ ϯϰ ϯϱ ϯϯ
ϯϱ ϯϮ ϯϬ Ϯϲ ϯϰ ϯϮ
ϯϰ ϯϰ ϯϮ ϯϱ Ϯϴ Ϯϵ
ϯϮ ϯϮ ϯϱ Ϯϴ Ϯϵ ϯϰ
Ϯϵ ϯϰ Ϯϲ Ϯϵ ϯϯ Ϯϴ
ϯϮ Ϯϴ ϯϮ Ϯϳ Ϯϳ ϯϱ
ϯϭ ϯϭ ϯϬ Ϯϱ ϯϱ ϯϯ
Ϯϲ ϯϱ Ϯϱ ϯϰ ϯϭ ϯϯ
ϯϯ Ϯϴ ϯϯ ϯϭ ϯϰ ϯϮ
Ϯϳ Ϯϱ Ϯϳ ϯϭ ϯϮ ϯϬ
ϯϭ ϯϰ ϯϬ Ϯϴ ϯϰ ϯϭ
ϯϮ ϯϱ ϯϮ ϯϭ ϯϭ ϯϰ
Ϯϱ ϯϬ ϯϬ Ϯϱ Ϯϱ ϯϬ
Ϯϳ Ϯϵ Ϯϱ ϯϭ Ϯϳ ϯϭ
ϯϱ Ϯϲ Ϯϵ Ϯϳ ϯϱ ϯϮ
ϯϰ ϯϮ ϯϭ Ϯϱ ϯϭ Ϯϴ
Ϯϲ Ϯϱ Ϯϴ ϯϱ Ϯϱ Ϯϵ
Ϯϴ ϯϱ ϯϱ Ϯϴ Ϯϲ Ϯϴ
Ϯϱ ϯϭ ϯϰ ϯϬ ϯϰ Ϯϱ
ϯϮ ϯϬ Ϯϱ ϯϱ ϯϱ ϯϰ
Ϯϵ Ϯϲ Ϯϵ ϯϬ Ϯϱ Ϯϱ
ϯϯ ϯϱ Ϯϴ ϯϯ ϯϯ Ϯϵ
Ϯϳ ϯϮ Ϯϳ Ϯϳ Ϯϳ Ϯϲ
ϯϱ Ϯϲ ϯϰ ϯϬ Ϯϱ ϯϬ
Ϯϲ ϯϭ Ϯϲ ϯϰ ϯϮ Ϯϳ
/Z
d/KE /Z
d/KE /Z
d/KE
^/d
͗Ϯϴ͘WŽůLJŶĞƐŝĂƌ
͘KŚƌLJƐŽƉŽůŝƐƌ
WŽƐƚĞĚDW,͗ϯϬ
Eͬ
 ^ͬt Eͬ
 ^ͬt Eͬ
 ^ͬt
ϯϰ ϯϬ Ϯϴ Ϯϴ ϯϰ ϯϰ
Ϯϳ Ϯϲ ϯϯ ϯϰ ϯϱ Ϯϲ
Ϯϲ ϯϭ Ϯϴ Ϯϱ Ϯϴ Ϯϱ
ϯϰ ϯϭ Ϯϳ ϯϰ Ϯϲ Ϯϵ
ϯϰ Ϯϲ ϯϱ ϯϱ Ϯϴ Ϯϳ
Ϯϲ Ϯϵ Ϯϵ Ϯϳ ϯϯ Ϯϵ
ϯϭ Ϯϴ ϯϱ ϯϭ ϯϮ ϯϱ
ϯϯ ϯϱ ϯϭ Ϯϴ Ϯϴ ϯϱ
ϯϰ ϯϬ Ϯϵ Ϯϴ Ϯϵ ϯϬ
Ϯϴ ϯϬ ϯϱ ϯϯ Ϯϴ ϯϮ
Ϯϵ Ϯϲ ϯϰ Ϯϳ Ϯϲ Ϯϳ
ϯϬ Ϯϲ ϯϯ Ϯϳ ϯϯ ϯϬ
ϯϰ Ϯϴ ϯϯ ϯϯ ϯϰ ϯϱ
Ϯϳ ϯϱ Ϯϱ ϯϱ ϯϮ Ϯϴ
Ϯϱ ϯϯ ϯϮ Ϯϱ Ϯϱ ϯϮ
Ϯϳ Ϯϱ ϯϱ ϯϮ Ϯϵ Ϯϱ
ϯϯ Ϯϵ ϯϯ Ϯϴ ϯϰ ϯϯ
ϯϯ Ϯϱ ϯϯ ϯϭ Ϯϴ Ϯϴ
ϯϬ ϯϯ ϯϭ ϯϯ Ϯϲ Ϯϱ
ϯϭ ϯϭ ϯϱ ϯϰ ϯϬ ϯϱ
Ϯϲ Ϯϲ ϯϰ Ϯϳ Ϯϵ Ϯϳ
ϯϱ ϯϰ Ϯϵ ϯϮ ϯϯ ϯϰ
ϯϰ ϯϬ Ϯϱ Ϯϴ ϯϮ ϯϬ
ϯϭ ϯϭ Ϯϲ ϯϭ ϯϬ Ϯϳ
Ϯϴ ϯϯ ϯϯ ϯϭ Ϯϳ ϯϭ
Ϯϱ ϯϭ ϯϯ Ϯϳ ϯϰ ϯϰ
Ϯϱ ϯϬ ϯϮ ϯϮ ϯϬ Ϯϲ
Ϯϵ Ϯϵ Ϯϳ ϯϰ ϯϭ Ϯϲ
ϯϬ ϯϬ Ϯϴ ϯϬ Ϯϱ ϯϯ
Ϯϴ ϯϰ Ϯϳ Ϯϳ ϯϭ ϯϯ
ϯϬ Ϯϳ Ϯϳ ϯϯ Ϯϲ Ϯϳ
Ϯϵ Ϯϴ ϯϱ ϯϰ ϯϯ Ϯϴ
Ϯϱ Ϯϴ Ϯϱ ϯϮ ϯϯ Ϯϲ
ϯϬ Ϯϵ ϯϬ ϯϭ ϯϮ ϯϰ
ϯϯ Ϯϳ Ϯϵ ϯϭ ϯϮ Ϯϱ
ϯϭ ϯϬ ϯϮ ϯϭ ϯϱ ϯϭ
Ϯϵ Ϯϲ ϯϭ Ϯϵ ϯϬ ϯϰ
Ϯϱ ϯϯ Ϯϲ ϯϯ ϯϭ Ϯϳ
Ϯϵ ϯϭ ϯϱ ϯϯ Ϯϵ ϯϱ
ϯϮ ϯϬ Ϯϱ ϯϭ Ϯϱ Ϯϱ
ϯϱ ϯϮ ϯϰ ϯϮ ϯϰ Ϯϳ
ϯϱ Ϯϲ ϯϱ Ϯϱ Ϯϳ Ϯϲ
ϯϯ Ϯϲ ϯϭ ϯϱ ϯϯ Ϯϴ
Ϯϲ ϯϮ ϯϯ Ϯϳ Ϯϳ ϯϰ
ϯϬ Ϯϲ ϯϬ ϯϬ Ϯϵ Ϯϴ
Ϯϴ Ϯϱ Ϯϵ ϯϮ Ϯϳ ϯϭ
ϯϱ Ϯϱ Ϯϲ ϯϱ ϯϰ ϯϬ
ϯϯ ϯϮ ϯϬ Ϯϲ Ϯϳ Ϯϴ
ϯϭ ϯϭ ϯϱ ϯϭ ϯϭ ϯϬ
Ϯϲ Ϯϲ Ϯϵ Ϯϱ ϯϱ ϯϬ
/Z
d/KE /Z
d/KE /Z
d/KE
^/d
͗Ϯϵ͘WŽƌƚZŽLJĂůǀĞE͘K:ĂŵĂŝĐĂ^ƚ
WŽƐƚĞĚDW,͗ϯϬ
Eͬ
 ^ͬt Eͬ
 ^ͬt Eͬ
 ^ͬt
ϯϴ ϯϯ ϯϵ ϯϱ ϯϭ ϯϴ
ϯϭ ϯϯ ϯϯ ϯϯ ϯϴ ϯϴ
ϯϴ ϯϮ ϰϬ ϯϳ ϯϵ ϰϬ
ϯϮ ϯϱ ϯϱ ϯϴ ϯϳ ϯϵ
ϯϮ ϯϲ ϯϯ ϰϬ ϯϯ ϯϳ
ϯϵ ϯϱ ϯϱ ϯϵ ϰϬ ϰϬ
ϯϱ ϰϬ ϯϱ ϯϭ ϯϰ ϯϮ
ϯϯ ϯϱ ϯϬ ϯϳ ϯϮ ϯϭ
ϯϵ ϰϬ ϯϵ ϯϬ ϯϬ ϯϳ
ϯϳ ϯϲ ϯϳ ϯϯ ϯϲ ϯϰ
ϯϰ ϯϵ ϯϴ ϯϭ ϯϬ ϰϬ
ϯϳ ϯϳ ϯϯ ϯϮ ϯϯ ϯϳ
ϯϱ ϯϭ ϯϯ ϰϬ ϯϴ ϯϭ
ϯϰ ϯϵ ϯϴ ϯϰ ϯϰ ϯϴ
ϯϯ ϯϱ ϯϭ ϯϰ ϯϵ ϯϰ
ϯϴ ϯϴ ϯϳ ϯϬ ϯϲ ϯϬ
ϯϭ ϯϰ ϯϵ ϯϳ ϯϭ ϯϱ
ϯϱ ϯϴ ϯϬ ϯϴ ϯϴ ϯϳ
ϯϭ ϯϴ ϰϬ ϯϲ ϰϬ ϰϬ
ϯϵ ϯϯ ϯϱ ϯϳ ϯϴ ϰϬ
ϯϴ ϯϴ ϯϴ ϯϮ ϯϮ ϯϯ
ϯϬ ϯϭ ϯϯ ϯϴ ϯϵ ϯϴ
ϯϮ ϯϳ ϯϲ ϯϯ ϯϭ ϯϯ
ϯϮ ϯϵ ϯϮ ϯϮ ϰϬ ϯϴ
ϯϱ ϯϭ ϯϱ ϯϰ ϯϭ ϯϱ
ϯϮ ϯϭ ϯϰ ϯϱ ϯϲ ϯϯ
ϯϴ ϰϬ ϯϰ ϰϬ ϯϯ ϯϲ
ϯϵ ϯϱ ϯϯ ϯϰ ϯϮ ϯϵ
ϯϬ ϯϬ ϯϬ ϯϬ ϯϱ ϯϳ
ϯϰ ϯϮ ϯϭ ϰϬ ϯϳ ϯϰ
ϯϳ ϯϴ ϯϭ ϯϭ ϯϵ ϯϭ
ϯϮ ϯϮ ϯϲ ϯϵ ϯϭ ϯϱ
ϰϬ ϯϱ ϯϮ ϰϬ ϯϬ ϯϴ
ϯϴ ϯϰ ϯϵ ϯϲ ϯϲ ϯϭ
ϯϯ ϰϬ ϯϮ ϯϲ ϯϬ ϰϬ
ϯϳ ϯϵ ϯϯ ϯϬ ϯϴ ϯϵ
ϯϳ ϯϲ ϯϬ ϰϬ ϯϭ ϯϲ
ϯϴ ϯϮ ϯϮ ϯϵ ϰϬ ϯϮ
ϯϯ ϯϯ ϯϲ ϯϬ ϯϮ ϯϲ
ϯϵ ϯϳ ϯϱ ϯϬ ϯϬ ϯϮ
ϯϴ ϯϴ ϯϴ ϯϲ ϯϭ ϯϬ
ϯϴ ϯϱ ϯϱ ϯϲ ϯϭ ϯϮ
ϯϭ ϯϲ ϯϴ ϯϴ ϯϲ ϰϬ
ϯϭ ϯϱ ϯϱ ϯϵ ϯϲ ϯϵ
ϯϴ ϯϰ ϯϲ ϯϵ ϯϮ ϯϱ
ϯϰ ϯϯ ϯϳ ϯϯ ϯϮ ϯϭ
ϯϰ ϯϮ ϯϬ ϯϬ ϯϴ ϯϬ
ϯϴ ϯϭ ϯϯ ϯϲ ϯϳ ϰϬ
ϯϵ ϯϯ ϯϰ ϯϬ ϯϱ ϯϯ
ϯϯ ϯϬ ϯϯ ϯϳ ϯϰ ϯϲ
/Z
d/KE /Z
d/KE /Z
d/KE
^/d
͗ϯϬ͘^ŚĞůůůǀĚ^͘K
ŽƵƌƚ>Ŷ
WŽƐƚĞĚDW,͗ϯϱ

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB
37 38 38 34 39 34
30 33 36 31 37 36
36 37 36 39 40 38
32 30 33 32 34 33
34 38 33 34 33 39
32 40 39 34 40 30
30 32 38 34 37 38
40 33 34 40 33 38
33 35 40 36 33 36
32 36 39 38 31 39
31 38 38 33 38 38
39 34 40 31 32 36
30 37 31 38 30 35
35 31 37 33 33 32
31 32 36 40 38 36
32 38 30 33 30 31
40 39 30 31 38 32
39 36 39 35 32 31
40 35 39 40 40 34
31 35 40 33 35 35
31 39 36 33 34 40
37 40 39 36 36 38
40 32 33 39 31 39
36 38 39 30 30 36
40 40 38 35 31 36
34 32 32 36 30 33
35 40 31 30 32 35
32 31 37 36 34 31
37 39 33 30 37 38
31 40 31 38 37 32
35 39 39 40 34 30
31 33 34 36 32 40
30 32 37 30 35 34
35 36 40 39 33 31
38 39 32 30 31 32
34 34 32 32 38 33
32 33 37 38 30 32
37 36 37 38 32 35
37 35 40 34 37 39
39 37 39 37 37 33
38 35 39 33 37 35
35 37 36 30 31 36
32 40 36 32 36 40
34 35 31 39 40 35
33 35 32 34 36 33
38 40 35 33 33 31
30 39 33 39 32 30
36 40 31 30 40 36
40 33 34 38 39 35
38 39 40 30 36 38

DIRECTION DIRECTION DIRECTION
SITE: 31. Shell Blvd N.O South Rd
Posted MPH: 35
Eͬ
 ^ͬt Eͬ
 ^ͬt Eͬ
 ^ͬt
ϯϳ ϰϬ ϯϭ ϯϲ ϯϴ ϯϬ
ϯϱ ϯϱ ϯϮ ϯϬ ϰϬ ϯϵ
ϯϰ ϯϱ ϯϵ ϯϳ ϯϱ ϯϳ
ϯϲ ϯϭ ϯϯ ϯϮ ϯϵ ϯϵ
ϯϱ ϯϭ ϯϵ ϰϬ ϯϬ ϯϰ
ϯϴ ϯϳ ϯϰ ϯϭ ϯϴ ϯϵ
ϯϵ ϯϱ ϯϰ ϯϰ ϯϭ ϯϯ
ϯϵ ϯϮ ϯϯ ϯϵ ϯϭ ϯϯ
ϯϬ ϯϬ ϯϬ ϯϴ ϯϱ ϯϴ
ϯϬ ϯϮ ϯϳ ϯϴ ϯϳ ϯϱ
ϯϵ ϯϲ ϯϬ ϯϮ ϰϬ ϰϬ
ϯϵ ϯϯ ϯϰ ϰϬ ϯϳ ϯϵ
ϯϯ ϯϭ ϯϮ ϯϭ ϯϯ ϯϳ
ϯϴ ϯϬ ϯϰ ϯϬ ϯϲ ϯϬ
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ϯϬ ϯϮ ϯϯ ϯϮ Ϯϲ Ϯϱ
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Attachment 2
ADT Volume Data

Site Code: 1

1. Altair Ave E.O Polaris Ave
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed EB WB Total
12:00 AM 4 2 6
01:00 0 0 0
02:00 0 0 0
03:00 2 4 6
04:00 1 16 17
05:00 1 31 32
06:00 9 29 38
07:00 37 60 97
08:00 67 53 120
09:00 54 77 131
10:00 37 73 110
11:00 53 66 119
12:00 PM 74 63 137
01:00 61 54 115
02:00 50 68 118
03:00 52 80 132
04:00 51 148 199
05:00 53 153 206
06:00 54 123 177
07:00 41 56 97
08:00 28 52 80
09:00 30 22 52
10:00 9 11 20
11:00 10 4 14
Total 778 1245 2023
Percent 38.5% 61.5%
AM Peak - 08:00 09:00 - - - - - - 09:00
V o l .- 6 7 7 7------ 1 3 1
PM Peak - 12:00 17:00 - - - - - - 17:00
Vol. - 74 153 - - - - - - 206
Grand Total 778 1245 2023
Percent 38.5% 61.5%
ADT ADT 2,023 AADT 2,023

Site Code: 2

2. Baffin St N.O Antigua Ln
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed NB SB Total
12:00 AM 1 0 1
01:00 2 1 3
02:00 0 0 0
03:00 2 0 2
04:00 0 0 0
05:00 1 5 6
06:00 1 6 7
07:00 13 32 45
08:00 24 40 64
09:00 13 26 39
10:00 8 22 30
11:00 13 17 30
12:00 PM 17 21 38
01:00 25 20 45
02:00 18 19 37
03:00 24 14 38
04:00 26 19 45
05:00 37 22 59
06:00 34 18 52
07:00 18 18 36
08:00 16 8 24
09:00 5 5 10
10:00 7 1 8
11:00 4 2 6
Total 309 316 625
Percent 49.4% 50.6%
AM Peak - 08:00 08:00 - - - - - - 08:00
V o l .- 2 4 4 0------ 6 4
PM Peak - 17:00 17:00 - - - - - - 17:00
V o l .- 3 7 2 2------ 5 9
Grand Total 309 316 625
Percent 49.4% 50.6%
ADT ADT 625 AADT 625

Site Code: 3

3. Balclutha Dr N.O Nina Ln
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 28-Sep-23
Time Thu NB SB Total
12:00 AM 1 1 2
01:00 1 0 1
02:00 0 0 0
03:00 0 0 0
04:00 0 0 0
05:00 0 2 2
06:00 4 4 8
07:00 25 37 62
08:00 26 82 108
09:00 20 25 45
10:00 13 23 36
11:00 18 32 50
12:00 PM 33 24 57
01:00 33 18 51
02:00 40 65 105
03:00 32 31 63
04:00 23 17 40
05:00 42 32 74
06:00 24 25 49
07:00 22 14 36
08:00 11 7 18
09:00 12 2 14
10:00 6 4 10
11:00 1 0 1
Total 387 445 832
Percent 46.5% 53.5%
AM Peak - 08:00 08:00 - - - - - - 08:00
V o l .- 2 6 8 2------ 1 0 8
PM Peak - 17:00 14:00 - - - - - - 14:00
V o l .- 4 2 6 5------ 1 0 5
Grand Total 387 445 832
Percent 46.5% 53.5%
ADT ADT 832 AADT 832

Site Code: 4

4. Beach Park Blvd N.O Vega Cir
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed NB SB Total
12:00 AM 1 2 3
01:00 0 1 1
02:00 1 0 1
03:00 3 2 5
04:00 4 0 4
05:00 13 3 16
06:00 21 4 25
07:00 75 15 90
08:00 112 37 149
09:00 55 24 79
10:00 46 28 74
11:00 54 34 88
12:00 PM 45 43 88
01:00 46 38 84
02:00 55 48 103
03:00 42 46 88
04:00 43 64 107
05:00 49 91 140
06:00 39 62 101
07:00 35 45 80
08:00 20 27 47
09:00 16 31 47
10:00 7 8 15
11:00 0 7 7
Total 782 660 1442
Percent 54.2% 45.8%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 112 37 - - - - - - 149
PM Peak - 14:00 17:00 - - - - - - 17:00
V o l .- 5 5 9 1------ 1 4 0
Grand Total 782 660 1442
Percent 54.2% 45.8%
ADT ADT 1,442 AADT 1,442

Site Code: 5

5. Beach Park Blvd E.O Lord Ivelson Ln
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed EB WB Total
12:00 AM 1 2 3
01:00 3 3 6
02:00 0 1 1
03:00 0 3 3
04:00 0 3 3
05:00 2 14 16
06:00 13 33 46
07:00 105 154 259
08:00 218 282 500
09:00 68 119 187
10:00 64 107 171
11:00 101 112 213
12:00 PM 258 251 509
01:00 141 146 287
02:00 133 128 261
03:00 198 153 351
04:00 185 149 334
05:00 285 218 503
06:00 239 162 401
07:00 164 104 268
08:00 92 67 159
09:00 56 42 98
10:00 26 23 49
11:00 18 4 22
Total 2370 2280 4650
Percent 51.0% 49.0%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 218 282 - - - - - - 500
PM Peak - 17:00 12:00 - - - - - - 12:00
Vol. - 285 251 - - - - - - 509
Grand Total 2370 2280 4650
Percent 51.0% 49.0%
ADT ADT 4,650 AADT 4,650

Site Code: 6

6. Beach Park Blvd S.O Egret St
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 28-Sep-23
Time Thu NB SB Total
12:00 AM 4 7 11
01:00 3 4 7
02:00 0 1 1
03:00 0 1 1
04:00 9 3 12
05:00 20 2 22
06:00 23 12 35
07:00 117 69 186
08:00 196 170 366
09:00 80 51 131
10:00 70 57 127
11:00 85 77 162
12:00 PM 136 192 328
01:00 99 94 193
02:00 86 104 190
03:00 105 96 201
04:00 79 127 206
05:00 99 161 260
06:00 108 139 247
07:00 109 111 220
08:00 58 76 134
09:00 56 48 104
10:00 17 26 43
11:00 12 19 31
Total 1571 1647 3218
Percent 48.8% 51.2%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 196 170 - - - - - - 366
PM Peak - 12:00 12:00 - - - - - - 12:00
Vol. - 136 192 - - - - - - 328
Grand Total 1571 1647 3218
Percent 48.8% 51.2%
ADT ADT 3,218 AADT 3,218

Site Code: 6B
6B. Beach Park Blvd S.O Swordfish St
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed NB SB Total
12:00 AM 1 0 1
01:00 1 2 3
02:00 0 1 1
03:00 0 1 1
04:00 0 1 1
05:00 1 1 2
06:00 13 4 17
07:00 71 53 124
08:00 170 193 363
09:00 20 16 36
10:00 39 21 60
11:00 58 30 88
12:00 PM 170 210 380
01:00 73 44 117
02:00 62 52 114
03:00 70 69 139
04:00 88 51 139
05:00 174 89 263
06:00 82 45 127
07:00 59 25 84
08:00 39 21 60
09:00 20 16 36
10:00 11 8 19
11:00 7 3 10
Total 1229 956 2185
Percent 56.2% 43.8%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 170 193 - - - - - - 363
PM Peak - 17:00 12:00 - - - - - - 12:00
Vol. - 174 210 - - - - - - 380
Grand Total 1229 956 2185
Percent 56.2% 43.8%
ADT ADT 2,185 AADT 2,185

Site Code: 5

7. Boothbay Ave S.O Galveston St
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed NB SB Total
12:00 AM 4 3 7
01:00 0 1 1
02:00 0 0 0
03:00 0 0 0
04:00 3 2 5
05:00 3 0 3
06:00 12 4 16
07:00 44 11 55
08:00 42 28 70
09:00 32 24 56
10:00 27 20 47
11:00 22 31 53
12:00 PM 24 26 50
01:00 21 17 38
02:00 17 27 44
03:00 29 40 69
04:00 29 53 82
05:00 29 47 76
06:00 27 51 78
07:00 11 32 43
08:00 9 22 31
09:00 7 22 29
10:00 1 8 9
11:00 0 1 1
Total 393 470 863
Percent 45.5% 54.5%
AM Peak - 07:00 11:00 - - - - - - 08:00
V o l .- 4 4 3 1------ 7 0
PM Peak - 15:00 16:00 - - - - - - 16:00
V o l .- 2 9 5 3------ 8 2
Grand Total 393 470 863
Percent 45.5% 54.5%
ADT ADT 863 AADT 863

Site Code: 8

8. Bounty Dr E.O Shell Blvd
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed EB WB Total
12:00 AM 10 4 14
01:00 3 3 6
02:00 3 0 3
03:00 3 0 3
04:00 3 2 5
05:00 2 3 5
06:00 10 12 22
07:00 67 39 106
08:00 88 65 153
09:00 61 43 104
10:00 47 39 86
11:00 65 43 108
12:00 PM 88 63 151
01:00 77 37 114
02:00 74 37 111
03:00 108 72 180
04:00 156 65 221
05:00 162 85 247
06:00 148 74 222
07:00 101 55 156
08:00 65 29 94
09:00 43 16 59
10:00 19 11 30
11:00 10 9 19
Total 1413 806 2219
Percent 63.7% 36.3%
AM Peak - 08:00 08:00 - - - - - - 08:00
V o l .- 8 8 6 5------ 1 5 3
PM Peak - 17:00 17:00 - - - - - - 17:00
Vol. - 162 85 - - - - - - 247
Grand Total 1413 806 2219
Percent 63.7% 36.3%
ADT ADT 2,219 AADT 2,219

Site Code: 9

9. Catamaran St N.O Balboa St
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed NB SB Total
12:00 AM 1 4 5
01:00 0 1 1
02:00 1 0 1
03:00 2 0 2
04:00 2 2 4
05:00 2 1 3
06:00 9 6 15
07:00 59 37 96
08:00 81 53 134
09:00 42 40 82
10:00 33 43 76
11:00 26 41 67
12:00 PM 52 60 112
01:00 31 52 83
02:00 34 38 72
03:00 58 54 112
04:00 47 64 111
05:00 84 110 194
06:00 66 82 148
07:00 43 64 107
08:00 21 36 57
09:00 10 24 34
10:00 1 11 12
11:00 2 1 3
Total 707 824 1531
Percent 46.2% 53.8%
AM Peak - 08:00 08:00 - - - - - - 08:00
V o l .- 8 1 5 3------ 1 3 4
PM Peak - 17:00 17:00 - - - - - - 17:00
Vol. - 84 110 - - - - - - 194
Grand Total 707 824 1531
Percent 46.2% 53.8%
ADT ADT 1,531 AADT 1,531

Site Code: 10

10. Catamaran St E.O Clipper Ln
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed EB WB Total
12:00 AM 11 8 19
01:00 3 3 6
02:00 2 1 3
03:00 3 1 4
04:00 4 4 8
05:00 3 12 15
06:00 12 44 56
07:00 79 131 210
08:00 94 181 275
09:00 83 112 195
10:00 61 96 157
11:00 78 109 187
12:00 PM 130 121 251
01:00 91 102 193
02:00 94 100 194
03:00 136 118 254
04:00 170 121 291
05:00 190 141 331
06:00 169 140 309
07:00 163 112 275
08:00 91 59 150
09:00 49 35 84
10:00 27 11 38
11:00 18 8 26
Total 1761 1770 3531
Percent 49.9% 50.1%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 94 181 - - - - - - 275
PM Peak - 17:00 17:00 - - - - - - 17:00
Vol. - 190 141 - - - - - - 331
Grand Total 1761 1770 3531
Percent 49.9% 50.1%
ADT ADT 3,531 AADT 3,531

Site Code: 11

11. Chess Dr E.O Vintage Park Dr
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 11-Oct-23
Time Wed EB WB Total
12:00 AM 25 6 31
01:00 9 2 11
02:00 19 5 24
03:00 7 9 16
04:00 13 49 62
05:00 31 88 119
06:00 73 149 222
07:00 165 262 427
08:00 201 446 647
09:00 265 451 716
10:00 339 310 649
11:00 447 280 727
12:00 PM 562 273 835
01:00 591 206 797
02:00 645 212 857
03:00 718 193 911
04:00 827 213 1040
05:00 821 213 1034
06:00 644 214 858
07:00 533 135 668
08:00 340 101 441
09:00 173 60 233
10:00 114 38 152
11:00 59 11 70
Total 7621 3926 11547
Percent 66.0% 34.0%
AM Peak - 11:00 09:00 - - - - - - 11:00
Vol. - 447 451 - - - - - - 727
PM Peak - 16:00 12:00 - - - - - - 16:00
Vol. - 827 273 - - - - - - 1040
Grand Total 7621 3926 11547
Percent 66.0% 34.0%
ADT ADT 11,547 AADT 11,547

Site Code: 12

12. E 3rd Ave E.O Lakeside Dr
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 28-Sep-23
Time Thu EB WB Total
12:00 AM 11 8 19
01:00 2 5 7
02:00 6 4 10
03:00 3 5 8
04:00 12 13 25
05:00 40 37 77
06:00 91 111 202
07:00 221 336 557
08:00 364 559 923
09:00 278 321 599
10:00 185 166 351
11:00 203 174 377
12:00 PM 203 149 352
01:00 226 167 393
02:00 300 221 521
03:00 449 229 678
04:00 550 297 847
05:00 679 300 979
06:00 360 189 549
07:00 173 117 290
08:00 94 79 173
09:00 83 64 147
10:00 48 41 89
11:00 29 25 54
Total 4610 3617 8227
Percent 56.0% 44.0%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 364 559 - - - - - - 923
PM Peak - 17:00 17:00 - - - - - - 17:00
Vol. - 679 300 - - - - - - 979
Grand Total 4610 3617 8227
Percent 56.0% 44.0%
ADT ADT 8,227 AADT 8,227

Site Code: 13

13. E 3rd Ave W.O Lincoln Centre Dr
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 28-Sep-23
Time Thu EB WB Total
12:00 AM 1 10 11
01:00 5 9 14
02:00 3 2 5
03:00 3 2 5
04:00 6 3 9
05:00 25 4 29
06:00 82 15 97
07:00 123 34 157
08:00 277 65 342
09:00 320 116 436
10:00 170 77 247
11:00 147 128 275
12:00 PM 119 119 238
01:00 117 124 241
02:00 105 149 254
03:00 100 195 295
04:00 86 238 324
05:00 83 295 378
06:00 56 145 201
07:00 55 107 162
08:00 26 42 68
09:00 44 58 102
10:00 37 49 86
11:00 31 38 69
Total 2021 2024 4045
Percent 50.0% 50.0%
AM Peak - 09:00 11:00 - - - - - - 09:00
Vol. - 320 128 - - - - - - 436
PM Peak - 12:00 17:00 - - - - - - 17:00
Vol. - 119 295 - - - - - - 378
Grand Total 2021 2024 4045
Percent 50.0% 50.0%
ADT ADT 4,045 AADT 4,045

Site Code: 14

14. E Hillsdale Blvd W.O Sea Spray Ln
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed EB WB Total
12:00 AM 73 28 101
01:00 32 34 66
02:00 19 21 40
03:00 19 13 32
04:00 46 12 58
05:00 96 21 117
06:00 199 9 208
07:00 564 11 575
08:00 1008 31 1039
09:00 873 42 915
10:00 708 49 757
11:00 764 122 886
12:00 PM 941 166 1107
01:00 805 299 1104
02:00 1092 501 1593
03:00 1349 692 2041
04:00 1532 737 2269
05:00 1530 660 2190
06:00 1392 541 1933
07:00 944 588 1532
08:00 708 496 1204
09:00 440 517 957
10:00 236 502 738
11:00 162 502 664
Total 15532 6594 22126
Percent 70.2% 29.8%
AM Peak - 08:00 11:00 - - - - - - 08:00
Vol. - 1008 122 - - - - - - 1039
PM Peak - 16:00 16:00 - - - - - - 16:00
Vol. - 1532 737 - - - - - - 2269
Grand Total 15532 6594 22126
Percent 70.2% 29.8%
ADT ADT 22,126 AADT 22,126

Site Code: 15

15. E Hillsdale Blvd E.O Portal Ln
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 28-Sep-23
Time Thu EB WB Total
12:00 AM 32 52 84
01:00 24 28 52
02:00 19 19 38
03:00 11 15 26
04:00 32 26 58
05:00 68 55 123
06:00 250 122 372
07:00 619 362 981
08:00 852 646 1498
09:00 603 445 1048
10:00 524 415 939
11:00 548 535 1083
12:00 PM 619 570 1189
01:00 555 509 1064
02:00 601 665 1266
03:00 526 770 1296
04:00 652 885 1537
05:00 740 1022 1762
06:00 617 887 1504
07:00 513 605 1118
08:00 376 425 801
09:00 265 320 585
10:00 132 172 304
11:00 72 114 186
Total 9250 9664 18914
Percent 48.9% 51.1%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 852 646 - - - - - - 1498
PM Peak - 17:00 17:00 - - - - - - 17:00
Vol. - 740 1022 - - - - - - 1762
Grand Total 9250 9664 18914
Percent 48.9% 51.1%
ADT ADT 18,914 AADT 18,914

Site Code: 16

16. E Hillsdale Blvd N.O Calypso Ln
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 28-Sep-23
Time Thu NB SB Total
12:00 AM 23 11 34
01:00 12 9 21
02:00 3 2 5
03:00 9 10 19
04:00 10 26 36
05:00 13 59 72
06:00 57 134 191
07:00 276 429 705
08:00 571 731 1302
09:00 253 368 621
10:00 251 338 589
11:00 256 353 609
12:00 PM 464 449 913
01:00 324 336 660
02:00 463 411 874
03:00 411 463 874
04:00 457 367 824
05:00 490 459 949
06:00 413 326 739
07:00 361 230 591
08:00 251 142 393
09:00 169 124 293
10:00 91 48 139
11:00 56 25 81
Total 5684 5850 11534
Percent 49.3% 50.7%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 571 731 - - - - - - 1302
PM Peak - 17:00 15:00 - - - - - - 17:00
Vol. - 490 463 - - - - - - 949
Grand Total 5684 5850 11534
Percent 49.3% 50.7%
ADT ADT 11,534 AADT 11,534

Site Code: 17

17. Edgewater Blvd N.O Orion Ln
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed NB SB Total
12:00 AM 18 42 60
01:00 8 14 22
02:00 3 2 5
03:00 15 11 26
04:00 37 15 52
05:00 86 22 108
06:00 246 78 324
07:00 739 286 1025
08:00 892 532 1424
09:00 692 445 1137
10:00 571 450 1021
11:00 577 516 1093
12:00 PM 617 689 1306
01:00 606 590 1196
02:00 559 685 1244
03:00 594 797 1391
04:00 604 893 1497
05:00 746 1089 1835
06:00 570 999 1569
07:00 500 650 1150
08:00 272 502 774
09:00 181 313 494
10:00 90 164 254
11:00 28 95 123
Total 9251 9879 19130
Percent 48.4% 51.6%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 892 532 - - - - - - 1424
PM Peak - 17:00 17:00 - - - - - - 17:00
Vol. - 746 1089 - - - - - - 1835
Grand Total 9251 9879 19130
Percent 48.4% 51.6%
ADT ADT 19,130 AADT 19,130

Site Code: 18

18. Edgewater Blvd N.O Boothbay Ave
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed NB SB Total
12:00 AM 11 17 28
01:00 5 8 13
02:00 3 0 3
03:00 6 1 7
04:00 20 7 27
05:00 50 13 63
06:00 127 33 160
07:00 489 117 606
08:00 503 330 833
09:00 365 228 593
10:00 336 221 557
11:00 145 259 404
12:00 PM 2 319 321
01:00 0 246 246
02:00 2 322 324
03:00 4 448 452
04:00 3 462 465
05:00 7 739 746
06:00 1 435 436
07:00 1 240 241
08:00 0 108 108
09:00 0 52 52
10:00 0 88 88
11:00 0 43 43
Total 2080 4736 6816
Percent 30.5% 69.5%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 503 330 - - - - - - 833
PM Peak - 17:00 17:00 - - - - - - 17:00
Vol. - 7 739 - - - - - - 746
Grand Total 2080 4736 6816
Percent 30.5% 69.5%
ADT ADT 6,816 AADT 6,816

Site Code: 19

19. Halsey Blvd N.O Burrows St
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed NB SB Total
12:00 AM 1 2 3
01:00 0 1 1
02:00 1 1 2
03:00 1 1 2
04:00 1 0 1
05:00 3 1 4
06:00 11 5 16
07:00 46 32 78
08:00 68 45 113
09:00 51 27 78
10:00 39 34 73
11:00 50 47 97
12:00 PM 63 50 113
01:00 44 61 105
02:00 50 52 102
03:00 47 47 94
04:00 52 58 110
05:00 44 65 109
06:00 47 61 108
07:00 35 39 74
08:00 21 37 58
09:00 12 22 34
10:00 1 12 13
11:00 2 7 9
Total 690 707 1397
Percent 49.4% 50.6%
AM Peak - 08:00 11:00 - - - - - - 08:00
V o l .- 6 8 4 7------ 1 1 3
PM Peak - 12:00 17:00 - - - - - - 12:00
V o l .- 6 3 6 5------ 1 1 3
Grand Total 690 707 1397
Percent 49.4% 50.6%
ADT ADT 1,397 AADT 1,397

Site Code: 20

20. Foster City Blvd S.O Chess Dr
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 28-Sep-23
Time Thu NB SB Total
12:00 AM 47 50 97
01:00 39 23 62
02:00 25 33 58
03:00 45 21 66
04:00 94 27 121
05:00 230 74 304
06:00 501 181 682
07:00 1183 315 1498
08:00 1497 463 1960
09:00 1159 430 1589
10:00 930 389 1319
11:00 898 434 1332
12:00 PM 947 479 1426
01:00 834 525 1359
02:00 788 654 1442
03:00 893 778 1671
04:00 783 1004 1787
05:00 880 1116 1996
06:00 803 752 1555
07:00 672 442 1114
08:00 494 286 780
09:00 361 198 559
10:00 186 139 325
11:00 90 90 180
Total 14379 8903 23282
Percent 61.8% 38.2%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 1497 463 - - - - - - 1960
PM Peak - 12:00 17:00 - - - - - - 17:00
Vol. - 947 1116 - - - - - - 1996
Grand Total 14379 8903 23282
Percent 61.8% 38.2%
ADT ADT 23,282 AADT 23,282

Site Code: 21
Foster City Blvd S.O Civic Center Dr
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 11-Oct-23
Time Wed NB SB Total
12:00 AM 23 48 71
01:00 13 31 44
02:00 10 18 28
03:00 13 4 17
04:00 45 29 74
05:00 113 41 154
06:00 275 120 395
07:00 739 316 1055
08:00 894 597 1491
09:00 646 421 1067
10:00 553 414 967
11:00 572 458 1030
12:00 PM 627 580 1207
01:00 577 577 1154
02:00 631 583 1214
03:00 627 741 1368
04:00 669 713 1382
05:00 603 871 1474
06:00 595 813 1408
07:00 471 643 1114
08:00 377 485 862
09:00 239 287 526
10:00 107 198 305
11:00 61 102 163
Total 9480 9090 18570
Percent 51.1% 48.9%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 894 597 - - - - - - 1491
PM Peak - 16:00 17:00 - - - - - - 17:00
Vol. - 669 871 - - - - - - 1474
Grand Total 9480 9090 18570
Percent 51.1% 48.9%
ADT ADT 18,570 AADT 18,570

Site Code: 22

22. Foster City Blvd S.O Marlin Ave
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed NB SB Total
12:00 AM 10 11 21
01:00 8 5 13
02:00 6 6 12
03:00 0 0 0
04:00 4 2 6
05:00 19 2 21
06:00 49 18 67
07:00 173 68 241
08:00 287 113 400
09:00 150 81 231
10:00 94 65 159
11:00 109 84 193
12:00 PM 203 138 341
01:00 133 120 253
02:00 106 105 211
03:00 131 142 273
04:00 133 146 279
05:00 156 196 352
06:00 146 200 346
07:00 119 132 251
08:00 75 115 190
09:00 44 75 119
10:00 20 44 64
11:00 7 20 27
Total 2182 1888 4070
Percent 53.6% 46.4%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 287 113 - - - - - - 400
PM Peak - 12:00 18:00 - - - - - - 17:00
Vol. - 203 200 - - - - - - 352
Grand Total 2182 1888 4070
Percent 53.6% 46.4%
ADT ADT 4,070 AADT 4,070

Site Code: 23

23. Gull Ave E.O Mallard St
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 28-Sep-23
Time Thu EB WB Total
12:00 AM 4 1 5
01:00 2 0 2
02:00 2 0 2
03:00 0 1 1
04:00 3 7 10
05:00 3 11 14
06:00 18 37 55
07:00 62 130 192
08:00 137 212 349
09:00 51 85 136
10:00 56 85 141
11:00 54 73 127
12:00 PM 105 117 222
01:00 68 76 144
02:00 124 106 230
03:00 109 139 248
04:00 124 101 225
05:00 116 81 197
06:00 112 79 191
07:00 103 45 148
08:00 63 31 94
09:00 43 23 66
10:00 22 11 33
11:00 15 3 18
Total 1396 1454 2850
Percent 49.0% 51.0%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 137 212 - - - - - - 349
PM Peak - 14:00 15:00 - - - - - - 15:00
Vol. - 124 139 - - - - - - 248
Grand Total 1396 1454 2850
Percent 49.0% 51.0%
ADT ADT 2,850 AADT 2,850

Site Code: 24

24. Marlin Ave E.O Halibut St
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed EB WB Total
12:00 AM 9 5 14
01:00 1 2 3
02:00 1 1 2
03:00 4 4 8
04:00 2 3 5
05:00 3 21 24
06:00 31 43 74
07:00 131 176 307
08:00 196 252 448
09:00 89 136 225
10:00 99 108 207
11:00 91 117 208
12:00 PM 273 213 486
01:00 151 135 286
02:00 121 147 268
03:00 139 165 304
04:00 181 117 298
05:00 194 159 353
06:00 205 140 345
07:00 159 92 251
08:00 111 55 166
09:00 62 37 99
10:00 30 15 45
11:00 12 14 26
Total 2295 2157 4452
Percent 51.5% 48.5%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 196 252 - - - - - - 448
PM Peak - 12:00 12:00 - - - - - - 12:00
Vol. - 273 213 - - - - - - 486
Grand Total 2295 2157 4452
Percent 51.5% 48.5%
ADT ADT 4,452 AADT 4,452

Site Code: 25

25. Metro Center Blvd E.O Vintage Park D
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 28-Sep-23
Time Thu EB WB Total
12:00 AM 10 15 25
01:00 3 6 9
02:00 18 13 31
03:00 5 6 11
04:00 11 21 32
05:00 28 52 80
06:00 53 109 162
07:00 79 249 328
08:00 160 471 631
09:00 234 519 753
10:00 262 491 753
11:00 300 601 901
12:00 PM 319 576 895
01:00 301 569 870
02:00 357 539 896
03:00 360 538 898
04:00 456 488 944
05:00 501 518 1019
06:00 376 453 829
07:00 251 413 664
08:00 115 300 415
09:00 60 100 160
10:00 41 53 94
11:00 13 37 50
Total 4313 7137 11450
Percent 37.7% 62.3%
AM Peak - 11:00 11:00 - - - - - - 11:00
Vol. - 300 601 - - - - - - 901
PM Peak - 17:00 12:00 - - - - - - 17:00
Vol. - 501 576 - - - - - - 1019
Grand Total 4313 7137 11450
Percent 37.7% 62.3%
ADT ADT 11,450 AADT 11,450

Site Code: 26

26. Pitcairn Dr W.O Santa Catalina Ln
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed EB WB Total
12:00 AM 6 2 8
01:00 1 0 1
02:00 0 0 0
03:00 0 3 3
04:00 0 6 6
05:00 1 6 7
06:00 8 22 30
07:00 27 105 132
08:00 94 124 218
09:00 55 88 143
10:00 63 73 136
11:00 67 68 135
12:00 PM 93 81 174
01:00 71 88 159
02:00 104 110 214
03:00 134 92 226
04:00 130 111 241
05:00 287 193 480
06:00 143 115 258
07:00 107 164 271
08:00 50 33 83
09:00 38 15 53
10:00 20 11 31
11:00 8 5 13
Total 1507 1515 3022
Percent 49.9% 50.1%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 94 124 - - - - - - 218
PM Peak - 17:00 17:00 - - - - - - 17:00
Vol. - 287 193 - - - - - - 480
Grand Total 1507 1515 3022
Percent 49.9% 50.1%
ADT ADT 3,022 AADT 3,022

Site Code: 27

27. Polaris Ave S.O Argus Ct
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed NB SB Total
12:00 AM 2 0 2
01:00 1 0 1
02:00 3 0 3
03:00 1 1 2
04:00 0 2 2
05:00 2 11 13
06:00 3 31 34
07:00 45 119 164
08:00 54 171 225
09:00 26 67 93
10:00 24 52 76
11:00 20 53 73
12:00 PM 59 79 138
01:00 32 44 76
02:00 63 62 125
03:00 57 80 137
04:00 88 58 146
05:00 106 84 190
06:00 106 72 178
07:00 73 43 116
08:00 50 39 89
09:00 18 27 45
10:00 12 36 48
11:00 6 2 8
Total 851 1133 1984
Percent 42.9% 57.1%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 54 171 - - - - - - 225
PM Peak - 17:00 17:00 - - - - - - 17:00
Vol. - 106 84 - - - - - - 190
Grand Total 851 1133 1984
Percent 42.9% 57.1%
ADT ADT 1,984 AADT 1,984

Site Code: 28

28. Polynesia Dr E.O Chrysopolis Dr
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed EB WB Total
12:00 AM 3 2 5
01:00 0 0 0
02:00 0 0 0
03:00 0 2 2
04:00 1 1 2
05:00 1 3 4
06:00 7 13 20
07:00 86 72 158
08:00 107 125 232
09:00 25 32 57
10:00 25 18 43
11:00 33 25 58
12:00 PM 123 103 226
01:00 40 41 81
02:00 25 28 53
03:00 42 20 62
04:00 46 26 72
05:00 52 34 86
06:00 37 19 56
07:00 20 25 45
08:00 26 17 43
09:00 14 4 18
10:00 7 1 8
11:00 5 4 9
Total 725 615 1340
Percent 54.1% 45.9%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 107 125 - - - - - - 232
PM Peak - 12:00 12:00 - - - - - - 12:00
Vol. - 123 103 - - - - - - 226
Grand Total 725 615 1340
Percent 54.1% 45.9%
ADT ADT 1,340 AADT 1,340

Site Code: 29

29. Port Royal Ave N.O Jamaica St
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed NB SB Total
12:00 AM 1 3 4
01:00 0 1 1
02:00 0 1 1
03:00 1 3 4
04:00 1 1 2
05:00 10 2 12
06:00 25 4 29
07:00 75 14 89
08:00 64 37 101
09:00 46 23 69
10:00 21 14 35
11:00 36 22 58
12:00 PM 35 40 75
01:00 38 38 76
02:00 38 38 76
03:00 31 32 63
04:00 35 54 89
05:00 46 62 108
06:00 30 48 78
07:00 33 43 76
08:00 11 26 37
09:00 12 17 29
10:00 4 13 17
11:00 4 4 8
Total 597 540 1137
Percent 52.5% 47.5%
AM Peak - 07:00 08:00 - - - - - - 08:00
V o l .- 7 5 3 7------ 1 0 1
PM Peak - 17:00 17:00 - - - - - - 17:00
V o l .- 4 6 6 2------ 1 0 8
Grand Total 597 540 1137
Percent 52.5% 47.5%
ADT ADT 1,137 AADT 1,137

Site Code: 30
Shell Blvd S.O E Court Ln
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 11-Oct-23
Time Wed NB SB Total
12:00 AM 4 11 15
01:00 2 11 13
02:00 3 4 7
03:00 6 3 9
04:00 15 9 24
05:00 25 23 48
06:00 43 45 88
07:00 118 93 211
08:00 207 142 349
09:00 190 173 363
10:00 177 195 372
11:00 195 213 408
12:00 PM 224 218 442
01:00 227 225 452
02:00 217 247 464
03:00 282 234 516
04:00 252 255 507
05:00 252 257 509
06:00 202 288 490
07:00 203 233 436
08:00 91 170 261
09:00 32 76 108
10:00 25 54 79
11:00 6 17 23
Total 2998 3196 6194
Percent 48.4% 51.6%
AM Peak - 08:00 11:00 - - - - - - 11:00
Vol. - 207 213 - - - - - - 408
PM Peak - 15:00 18:00 - - - - - - 15:00
Vol. - 282 288 - - - - - - 516
Grand Total 2998 3196 6194
Percent 48.4% 51.6%
ADT ADT 6,194 AADT 6,194

Site Code: 31
Shell Blvd N.O South Rd
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 11-Oct-23
Time Wed NB SB Total
12:00 AM 11 37 48
01:00 4 11 15
02:00 4 6 10
03:00 4 6 10
04:00 20 9 29
05:00 51 5 56
06:00 132 37 169
07:00 347 128 475
08:00 611 255 866
09:00 420 237 657
10:00 287 195 482
11:00 287 255 542
12:00 PM 331 277 608
01:00 320 302 622
02:00 283 308 591
03:00 399 366 765
04:00 373 492 865
05:00 560 676 1236
06:00 374 555 929
07:00 257 416 673
08:00 191 279 470
09:00 73 193 266
10:00 36 97 133
11:00 22 49 71
Total 5397 5191 10588
Percent 51.0% 49.0%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 611 255 - - - - - - 866
PM Peak - 17:00 17:00 - - - - - - 17:00
Vol. - 560 676 - - - - - - 1236
Grand Total 5397 5191 10588
Percent 51.0% 49.0%
ADT ADT 10,588 AADT 10,588

Site Code: 32

32. Shell Blvd S.O Catamaran St
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 27-Sep-23
Time Wed NB SB Total
12:00 AM 4 4 8
01:00 1 3 4
02:00 1 2 3
03:00 4 2 6
04:00 3 2 5
05:00 8 2 10
06:00 22 12 34
07:00 87 68 155
08:00 182 112 294
09:00 129 72 201
10:00 108 80 188
11:00 103 96 199
12:00 PM 154 142 296
01:00 123 120 243
02:00 112 126 238
03:00 137 114 251
04:00 150 137 287
05:00 182 245 427
06:00 165 171 336
07:00 132 144 276
08:00 62 102 164
09:00 28 50 78
10:00 14 17 31
11:00 4 10 14
Total 1915 1833 3748
Percent 51.1% 48.9%
AM Peak - 08:00 08:00 - - - - - - 08:00
Vol. - 182 112 - - - - - - 294
PM Peak - 17:00 17:00 - - - - - - 17:00
Vol. - 182 245 - - - - - - 427
Grand Total 1915 1833 3748
Percent 51.1% 48.9%
ADT ADT 3,748 AADT 3,748

Site Code: 33

33. Vintage Park Dr N.O Metro Center Blv
All Traffic Data Services, LLC
www.alltrafficdata.net
Start 28-Sep-23
Time Thu NB SB Total
12:00 AM 6 14 20
01:00 5 8 13
02:00 6 13 19
03:00 4 7 11
04:00 14 25 39
05:00 37 58 95
06:00 67 109 176
07:00 109 264 373
08:00 198 510 708
09:00 233 447 680
10:00 214 433 647
11:00 252 569 821
12:00 PM 275 589 864
01:00 239 529 768
02:00 240 559 799
03:00 268 582 850
04:00 303 574 877
05:00 380 599 979
06:00 319 495 814
07:00 220 412 632
08:00 132 271 403
09:00 91 109 200
10:00 44 52 96
11:00 17 37 54
Total 3673 7265 10938
Percent 33.6% 66.4%
AM Peak - 11:00 11:00 - - - - - - 11:00
Vol. - 252 569 - - - - - - 821
PM Peak - 17:00 17:00 - - - - - - 17:00
Vol. - 380 599 - - - - - - 979
Grand Total 3673 7265 10938
Percent 33.6% 66.4%
ADT ADT 10,938 AADT 10,938

Attachment 3
E&TS Worksheets

Engineering and Traffic Survey
Foster City, California
LOCATION 1
Street: Altair Avenue
Segment: East Hillsdale Boulevard to Edgewater Boulevard

PHYSICAL CHARACTERISTICS

0.28 mi.
2 Curvilinear, flat
Adequate
Residential
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
None

TRAFFIC CHARACTERISTICS
2017 through 2021
1 SPEED DATA
25 mph
Eastbound
29 mph
Westbound
29 mph
29 mph
21 to 30 mph
93%
Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic:

Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

0.967
2,023
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.):

Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
15 20 25 30 35
Number of Observations
Speed (mph)
LOCATION 1
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 1
Street: Altair Avenue
Segment: East Hillsdale Boulevard to Edgewater Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 25 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 1
Engineering and Traffic Survey
Foster City, California
LOCATION 2
Street: Baffin Street
Segment: Edgewater Boulevard to Cornwallis Lane

PHYSICAL CHARACTERISTICS

0.34 mi.
2 Curvilinear, flat
Adequate
Residential
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
None

TRAFFIC CHARACTERISTICS
2017 through 2021
0 SPEED DATA
35 mph
Eastbound
39 mph
Westbound
38 mph
39 mph
30 to 39 mph
91%
Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.):

Existing Posted Speed Limit:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Sight Distance:

Average Daily Traffic:

Collision Review Period:
625
n/a
Segment Length:
# of Travel Lanes:

Alignment, Grade:
0 5
10 15
20 25
25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 2
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 2
Street: Baffin Street
Segment: Edgewater Boulevard to Cornwallis Lane

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 2
Engineering and Traffic Survey
Foster City, California
LOCATION 3
Street: Balclutha Drive
Segment: Foster City Boulevard to Flying Cloud Drive

PHYSICAL CHARACTERISTICS

0.42 mi.
2 Straight, flat
Adequate
Residential
Divided on the western portion, undivided for the remainder On-street parking (both sides)
On-street, parallel (both sides)
None

TRAFFIC CHARACTERISTICS
2017 through 2021
1 SPEED DATA
30 mph
Eastbound
34 mph
Westbound
34 mph
34 mph
25 to 34 mph
92%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 832
Collision Review Period:

1.568
Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.):

Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
20 25 30 35 40
Number of Observations
Speed (mph)
LOCATION 3
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 3
Street: Balclutha Drive
Segment: Foster City Boulevard to Flying Cloud Drive

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 30 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 3
Engineering and Traffic Survey
Foster City, California
LOCATION 4
Street: Beach Park Boulevard
Segment: Polaris Avenue to Edgewater Boulevard

PHYSICAL CHARACTERISTICS

0.71 mi.
2 Curvilinear, flat
Adequate
Mixed - Residential and Education
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
Shared-road/bike route (Class III)

TRAFFIC CHARACTERISTICS
2017 through 2021
0 SPEED DATA
25 mph
Eastbound
33 mph
Westbound
34 mph
33 mph
25 to 34 mph
93%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 1,442
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): n/a
Existing Posted Speed Limit:

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):
0 2
4 6
8 10
12 14
16 18
20 20 25 30 35 40
Number of Observations
Speed (mph)
LOCATION 4
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 4
Street: Beach Park Boulevard
Segment: Polaris Avenue to Edgewater Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 25 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data and allowable 5 mph reduction, the 85th percentile speed rounds to a posted speed limit of 30 mph (i.e., 5 mph higher than the existing posted speed limit). However, it is recommended that the posted speed limit should remain unchanged due to the adjacent land uses (single family homes and elementary school) and the associated pedestrian activity.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 4
Engineering and Traffic Survey
Foster City, California
LOCATION 5
Street: Beach Park Boulevard
Segment: Edgewater Boulevard to Foster City Boulevard

PHYSICAL CHARACTERISTICS

1.3 mi.
4 Curvilinear, rolling but no steep grades
Adequate
Mixed - Residential and Education
Divided
On-street bike facilities on the western portion, no shoulder on the eastern portion None
Shared-road/bike route (Class III) on eastern portion and bike lane (Class II) on the western portion

TRAFFIC CHARACTERISTICS
2017 through 2021
6 SPEED DATA
35 mph
Eastbound
38 mph
Westbound
39 mph
39 mph
30 to 39 mph
92%
Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):

Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:
4,650
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.544
Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Segment Length:
0 5
10 15
20 25
25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 5
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 5
Street: Beach Park Boulevard
Segment: Edgewater Boulevard to Foster City Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 5
Engineering and Traffic Survey
Foster City, California
LOCATION 6a
Street: Beach Park Boulevard
Segment: East Hillsdale Boulevard to Marlin Avenue

PHYSICAL CHARACTERISTICS

1.13 mi.

Varies, 2 to 4
Curvilinear, flat
Adequate
Mixed - Residential and Open Space
Undivided
On-street bike facilities (both sides) and parking (west side) On-street, parallel (both sides in the north, west side in the south) Bike route (Class III) on the northern portion, bike lane (Class II) on the southern portion TRAFFIC CHARACTERISTICS 6
2017 through 2021
3 SPEED DATA
35 mph
Northbound
39 mph
Southbound
39 mph
39 mph
31 to 40 mph
92%
Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.452
Existing Posted Speed Limit:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 3,218
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Segment Length:
0 2
4 6
8 10
12 14
16 18
20 25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 6a
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 6a
Street: Beach Park Boulevard
Segment: East Hillsdale Boulevard to Marlin Avenue

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 6a
Engineering and Traffic Survey
Foster City, California
LOCATION 6b
Street: Beach Park Boulevard
Segment: Marlin Avenue to Foster City Boulevard

PHYSICAL CHARACTERISTICS

0.96 mi.
4 Curvilinear, flat
Adequate
Mixed - Residential, Education, and Open Space
Undivided
On-street bike facilities (both sides) and parking (west side) On-street, parallel (one side, west only)
Bike lane (Class II)
TRAFFIC CHARACTERISTICS 34
2017 through 2021
1 SPEED DATA
35 mph
Northbound
38 mph
Southbound
39 mph
38 mph
30 to 39 mph
92%Percent in Pace Speed (Both Directions):

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.261
Existing Posted Speed Limit:

Direction 1:

Parking:

Bike Facilities:

Average Daily Traffic: 2,185
Collision Review Period:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Segment Length:
# of Travel Lanes:
0 5
10 15
20 25
30 25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 6b
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 6b
Street: Beach Park Boulevard
Segment: Marlin Avenue to Foster City Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 6b
Engineering and Traffic Survey
Foster City, California
LOCATION 7
Street: Boothbay Avenue
Segment: Edgewater Boulevard to Port Royal Avenue

PHYSICAL CHARACTERISTICS

0.48 mi.
2 Curvilinear, flat
Adequate
Mixed - Residential and Open Space
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
None

TRAFFIC CHARACTERISTICS
2017 through 2021
2 SPEED DATA
30 mph
Eastbound
34 mph
Westbound
34 mph
34 mph
25 to 34 mph
92%
Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):

Collision Rate (collisions/million veh. mi.): 2.646
Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Bike Facilities:

Average Daily Traffic: 863
Collision Review Period:

Reported Collisions During Review Period:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Segment Length:
# of Travel Lanes:

Alignment, Grade:
0 5
10 15
20 25
20 25 30 35 40
Number of Observations
Speed (mph)
LOCATION 7
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 7
Street: Boothbay Avenue
Segment: Edgewater Boulevard to Port Royal Avenue

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 30 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 7
Engineering and Traffic Survey
Foster City, California
LOCATION 8
Street: Bounty Drive
Segment: Shell Boulevard to Foster City Boulevard

PHYSICAL CHARACTERISTICS

0.29 mi.
2 Curvilinear, flat
Adequate
Mixed - Residential and Open Space
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
None

TRAFFIC CHARACTERISTICS
2017 through 2021
0 SPEED DATA
30 mph
Eastbound
34 mph
Westbound
33 mph
33 mph
25 to 34 mph
92%
Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):

Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Average Daily Traffic: 2,219
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): n/a
Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:
0 5
10 15
20 25
20 25 30 35 40
Number of Observations
Speed (mph)
LOCATION 8
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 8
Street: Bounty Drive
Segment: Shell Boulevard to Foster City Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 30 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 8
Engineering and Traffic Survey
Foster City, California
LOCATION 9
Street: Catamaran Street
Segment: Shell Boulevard to Beach Park Boulevard

PHYSICAL CHARACTERISTICS

0.65 mi.
2 Curvilinear, flat
Adequate
Mixed - Residential and Open Space
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
None

TRAFFIC CHARACTERISTICS
2017 through 2021
4 SPEED DATA
30 mph
Eastbound
34 mph
Westbound
34 mph
34 mph
26 to 35 mph
92%
Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 2.202
Existing Posted Speed Limit:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 1,531
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Segment Length:
0 5
10 15
20 25
20 25 30 35 40
Number of Observations
Speed (mph)
LOCATION 9
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 9
Street: Catamaran Street
Segment: Shell Boulevard to Beach Park Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 30 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 9
Engineering and Traffic Survey
Foster City, California
LOCATION 10
Street: Catamaran Street
Segment: Shell Boulevard to Marlin Avenue

PHYSICAL CHARACTERISTICS

0.41 mi.
2 Straight, flat
Adequate
Residential
Undivided
On-street parking (one side, north only), shoulder 5+ feet (one side, south only) On-street, parallel (one side, north only)
Shared-road/bike route (Class III)

TRAFFIC CHARACTERISTICS
2017 through 2021
0 SPEED DATA
30 mph
Eastbound
34 mph
Westbound
34 mph
34 mph
26 to 35 mph
92%Percent in Pace Speed (Both Directions):

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): n/a
Existing Posted Speed Limit:

Direction 1:

Parking:

Bike Facilities:

Average Daily Traffic: 3,531
Collision Review Period:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Segment Length:
# of Travel Lanes:
0 5
10 15
20 25
20 25 30 35 40
Number of Observations
Speed (mph)
LOCATION 10
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 10
Street: Catamaran Street
Segment: Shell Boulevard to Marlin Avenue

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 30 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 10
Engineering and Traffic Survey
Foster City, California
LOCATION 11
Street: Chess Drive
Segment: City Limits to Foster City Boulevard

PHYSICAL CHARACTERISTICS

0.27 mi.

Varies, 3 to 5
Straight, flat
Adequate
Commercial
Divided
None
None
None

TRAFFIC CHARACTERISTICS
2017 through 2021
2 SPEED DATA
30 mph
Eastbound
33 mph
Westbound
34 mph
34 mph
25 to 34 mph
26 to 35 mph
92%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 11,547
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.352
Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
20 25 30 35 40
Number of Observations
Speed (mph)
LOCATION 11
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 11
Street: Chess Drive
Segment: City Limits to Foster City Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 30 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 11
Engineering and Traffic Survey
Foster City, California
LOCATION 12
Street: East Third Avenue
Segment: City Limits to Foster City Boulevard

PHYSICAL CHARACTERISTICS

0.96 mi.
4 Straight, flat
Adequate
Mixed - Office and Open Space
Divided
5+ feet on western portion on the north side, none on the remainder None
Shared-road/bike route (Class III) on the western portion only

TRAFFIC CHARACTERISTICS
2017 through 2021
4 SPEED DATA
45 mph
Eastbound
49 mph
Westbound
49 mph
49 mph
41 to 50 mph
88%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 8,227
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.278
Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
35 40 45 50 55
Number of Observations
Speed (mph)
LOCATION 12
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 12
Street: East Third Avenue
Segment: City Limits to Foster City Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 45 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 12
Engineering and Traffic Survey
Foster City, California
LOCATION 13
Street: East Third Avenue
Segment: Foster City Boulevard to Easterly Limit

PHYSICAL CHARACTERISTICS

0.57 mi.
2 Curvilinear, flat
Adequate
Mixed - Office, Industrial, and Open Space
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
None

TRAFFIC CHARACTERISTICS
2017 through 2021
1 SPEED DATA
40 mph
Eastbound
44 mph
Westbound
44 mph
44 mph
36 to 45 mph
94%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 4,045
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.238
Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
30 35 40 45 50
Number of Observations
Speed (mph)
LOCATION 13
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 13
Street: East Third Avenue
Segment: Foster City Boulevard to Easterly Limit

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 40 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 13
Engineering and Traffic Survey
Foster City, California
LOCATION 14
Street: East Hillsdale Boulevard
Segment: City Limits to Edgewater Boulevard

PHYSICAL CHARACTERISTICS

0.64 mi.
6 Curvilinear, flat
Adequate
Residential
Divided
On-street bike facilities (both sides)
None
Bike lane (Class II)

TRAFFIC CHARACTERISTICS
2017 through 2021
13 SPEED DATA
40 mph
Eastbound
43 mph
Westbound
44 mph
43 mph
35 to 44 mph
90%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 22,126
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.503
Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
30 35 40 45 50
Number of Observations
Speed (mph)
LOCATION 14
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 14
Street: East Hillsdale Boulevard
Segment: City Limits to Edgewater Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 40 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 14
Engineering and Traffic Survey
Foster City, California
LOCATION 15
Street: East Hillsdale Boulevard
Segment: Edgewater Boulevard to Foster City Boulevard

PHYSICAL CHARACTERISTICS

0.67 mi.

Varies, 4 to 6
Straight, flat
Adequate
Mixed - Residential, Commercial, and Open Space
Divided
On-street bike facilities (both sides)
None
Bike lane (Class II)

TRAFFIC CHARACTERISTICS
2017 through 2021
19 SPEED DATA
35 mph
Eastbound
39 mph
Westbound
39 mph
39 mph
31 to 40 mph
90%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 18,914
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.822
Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 2
4 6
8 10
12 14
16 18
20 25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 15
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 15
Street: East Hillsdale Boulevard
Segment: Edgewater Boulevard to Foster City Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 15
Engineering and Traffic Survey
Foster City, California
LOCATION 16
Street: East Hillsdale Boulevard
Segment: Foster City Boulevard to Gull Avenue

PHYSICAL CHARACTERISTICS

0.61 mi.
4 Curvilinear, flat
Adequate
Mixed - Residential, Industrial, and Office
TWLTL on the eastern portion, divided on the remainder
5+ feet and on-street bike facilities on the western portion, no shoulder on the eastern portion On-street, parallel (both sides) on the south side of the western portion only Shared-road/bike route (Class III) on the eastern portion, bike lane (Class II) on the western portion

TRAFFIC CHARACTERISTICS
2017 through 2021
6 SPEED DATA
35 mph
Eastbound
39 mph
Westbound
39 mph
39 mph
31 to 40 mph
92%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 11,534
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.467
Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 16
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 16
Street: East Hillsdale Boulevard
Segment: Foster City Boulevard to Gull Avenue

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 16
Engineering and Traffic Survey
Foster City, California
LOCATION 17
Street: Edgewater Boulevard
Segment: City Limits to Beach Park Boulevard

PHYSICAL CHARACTERISTICS

1.16 mi.
4 Curvilinear, flat
Adequate
Mixed - Residential, Education, Open Space, and Office
Divided
On-street bike facilities (both sides), on-street parallel parking (both sides) on the southern portion On-street, parallel (both sides) on the southern portion, none on the northern portion Bike lane with buffer (Class II) on the southern portion, bike lane (Class II) on the northern portion

TRAFFIC CHARACTERISTICS
2017 through 2021
15 SPEED DATA
40 mph
Northbound
44 mph
Southbound
44 mph
44 mph
36 to 45 mph
92%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 19,130
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.370
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
30 35 40 45 50
Number of Observations
Speed (mph)
LOCATION 17
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 17
Street: Edgewater Boulevard
Segment: City Limits to Beach Park Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 40 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 17
Engineering and Traffic Survey
Foster City, California
LOCATION 18
Street: Edgewater Boulevard
Segment: Beach Park Boulevard to Baffin Street

PHYSICAL CHARACTERISTICS

0.97 mi.
4 Curvilinear, flat
Adequate
Mixed - Residential, Commercial, and Open Space
Divided
On-street bike facilities (both sides), on-street parallel parking (west side) on northern portion On-street, parallel (one side, west only) on northern portion Bike lane (Class II)

TRAFFIC CHARACTERISTICS
2017 through 2021
3 SPEED DATA
35 mph
Northbound
39 mph
Southbound
39 mph
39 mph
31 to 40 mph
89%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 6,816
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.249
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 18
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 18
Street: Edgewater Boulevard
Segment: Beach Park Boulevard to Baffin Street

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 18
Engineering and Traffic Survey
Foster City, California
LOCATION 19
Street: Farragut/Halsey Boulevards
Segment: Beach Park Boulevard to Beach Park Boulevard

PHYSICAL CHARACTERISTICS

0.61 mi.
2 Curvilinear, flat
Adequate
Mixed - Residential and Open Space
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
None

TRAFFIC CHARACTERISTICS
2017 through 2021
2 SPEED DATA
25 mph
Northbound
29 mph
Southbound
29 mph
29 mph
20 to 29 mph
94%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 1,397
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 1.286
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
15 20 25 30 35
Number of Observations
Speed (mph)
LOCATION 19
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 19
Street: Farragut/Halsey Boulevards
Segment: Beach Park Boulevard to Beach Park Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 25 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 19
Engineering and Traffic Survey
Foster City, California
LOCATION 20
Street: Foster City Boulevard
Segment: East Third Avenue to East Hillsdale Boulevard

PHYSICAL CHARACTERISTICS

0.79 mi.

Varies, 4 to 6
Curvilinear, flat to rolling
Mostly adequate, a few places with grades and curves that restrict sight distance Mixed - Commercial and Industrial
Varies, divided and TWLTL
None
None
Shared-road/bike route (Class III)

TRAFFIC CHARACTERISTICS
2017 through 2021
14 SPEED DATA
35 mph
Northbound
39 mph
Southbound
39 mph
39 mph
31 to 40 mph
90%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 23,282
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.417
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 20
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 20
Street: Foster City Boulevard
Segment: East Third Avenue to East Hillsdale Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 20
Engineering and Traffic Survey
Foster City, California
LOCATION 21
Street: Foster City Boulevard
Segment: East Hillsdale Boulevard to Bounty Drive

PHYSICAL CHARACTERISTICS

0.56 mi.
4 Straight, flat
Adequate
Mixed - Residential, Commercial, and Open Space
Divided
On-street parking (one side, east only), 5+ feet shoulder (west side) on southern portion On-street, parallel (one side, east only)
Shared-road/bike route (Class III) on the west side of the southern portion only

TRAFFIC CHARACTERISTICS
2017 through 2021
10 SPEED DATA
40 mph
Northbound
44 mph
Southbound
43 mph
44 mph
35 to 44 mph
94%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 18,570
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.527
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
30 35 40 45 50
Number of Observations
Speed (mph)
LOCATION 21
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 21
Street: Foster City Boulevard
Segment: East Hillsdale Boulevard to Bounty Drive

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data and allowable 5 mph reduction, the 85th percentile speed rounds to a posted speed limit of 40 mph (i.e.,the existing posted speed limit). However, it is recommended that the posted speed limit be reduced by 5 mph to 35 mph to remain consistent with the adjacent segments on Foster City Boulevard (locations 20 and 22).

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 21
Engineering and Traffic Survey
Foster City, California
LOCATION 22
Street: Foster City Boulevard
Segment: Bounty Drive to Beach Park Boulevard

PHYSICAL CHARACTERISTICS

0.63 mi.
4 Straight, flat to rolling
Mostly adequate, a few places with grades and curves that restrict sight distance Mixed - Residential, Commercial, and Open Space
Divided
None
None
Shared-road/bike route (Class III)

TRAFFIC CHARACTERISTICS
2017 through 2021
3 SPEED DATA
35 mph
Northbound
39 mph
Southbound
39 mph
39 mph
31 to 40 mph
91%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 4,070
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.641
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 22
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 22
Street: Foster City Boulevard
Segment: Bounty Drive to Beach Park Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 22
Engineering and Traffic Survey
Foster City, California
LOCATION 23
Street: Gull Avenue
Segment: East Hillsdale Boulevard to Beach Park Boulevard

PHYSICAL CHARACTERISTICS

0.91 mi.
2 Curvilinear, flat
Adequate
Mixed - Residential and Open Space
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
Shared-road/bike route (Class III)

TRAFFIC CHARACTERISTICS
2017 through 2021
0 SPEED DATA
30 mph
Northbound
34 mph
Southbound
34 mph
34 mph
26 to 35 mph
91%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 2,850
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): n/a
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
20 25 30 35 40
Number of Observations
Speed (mph)
LOCATION 23
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 23
Street: Gull Avenue
Segment: East Hillsdale Boulevard to Beach Park Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 30 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 23
Engineering and Traffic Survey
Foster City, California
LOCATION 24
Street: Marlin Avenue
Segment: Catamaran Street to Beach Park Boulevard

PHYSICAL CHARACTERISTICS

0.98 mi.
2 Curvilinear, flat
Adequate
Mixed - Residential, Commercial, and Open Space
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
Shared-road/bike route (Class III), except on the southern portion

TRAFFIC CHARACTERISTICS
2017 through 2021
2 SPEED DATA
30 mph
Northbound
34 mph
Southbound
34 mph
34 mph
25 to 34 mph
93%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 4,452
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.251
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
20 25 30 35 40
Number of Observations
Speed (mph)
LOCATION 24
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 24
Street: Marlin Avenue
Segment: Catamaran Street to Beach Park Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 30 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 24
Engineering and Traffic Survey
Foster City, California
LOCATION 25
Street: Metro Center Boulevard
Segment: Edgewater Boulevard to Foster City Boulevard

PHYSICAL CHARACTERISTICS

0.72 mi.
4 Curvilinear, flat
Adequate
Mixed - Residential, Office, and Commercial
Divided
On-street bike facilities (both sides)
None
Bike lane (Class II), except on the east portion

TRAFFIC CHARACTERISTICS
2017 through 2021
10 SPEED DATA
35 mph
Eastbound
39 mph
Westbound
38 mph
39 mph
30 to 39 mph
93%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 11,450
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.665
Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 25
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 25
Street: Metro Center Boulevard
Segment: Edgewater Boulevard to Foster City Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 25
Engineering and Traffic Survey
Foster City, California
LOCATION 26
Street: Pitcairn Drive
Segment: Edgewater Boulevard to Aruba Lane

PHYSICAL CHARACTERISTICS

0.69 mi.
2 Curvilinear, flat
Adequate
Mixed - Residential and Open Space
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
Shared-road/bike route (Class III)

TRAFFIC CHARACTERISTICS
2017 through 2021
0 SPEED DATA
35 mph
Eastbound
38 mph
Westbound
39 mph
39 mph
30 to 39 mph
91%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 3,022
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): n/a
Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 26
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 26
Street: Pitcairn Drive
Segment: Edgewater Boulevard to Aruba Lane

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 26
Engineering and Traffic Survey
Foster City, California
LOCATION 27
Street: Polaris Avenue
Segment: Altair Avenue to Beach Park Boulevard

PHYSICAL CHARACTERISTICS

0.57 mi.
2 Curvilinear, flat
Restricted at one location
Mixed - Residential, Education, and Open Space
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
None

TRAFFIC CHARACTERISTICS
2017 through 2021
0 SPEED DATA
25 mph
Northbound
29 mph
Southbound
29 mph
29 mph
20 to 29 mph
89%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 1,984
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): n/a
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 2
4 6
8 10
12 14
16 18
20 15 20 25 30 35
Number of Observations
Speed (mph)
LOCATION 27
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 27
Street: Polaris Avenue
Segment: Altair Avenue to Beach Park Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 25 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 27
Engineering and Traffic Survey
Foster City, California
LOCATION 28
Street: Polynesia Drive
Segment: Foster City Boulevard to Flying Mist Isle

PHYSICAL CHARACTERISTICS

0.43 mi.
2 Curvilinear, flat
Adequate
Mixed - Residential and Education
Undivided on the eastern portion, divided on the western portion On-street parking (both sides)
On-street, parallel (both sides)
None

TRAFFIC CHARACTERISTICS
2017 through 2021
0 SPEED DATA
30 mph
Eastbound
34 mph
Westbound
34 mph
34 mph
26 to 35 mph
25 to 34 mph
91%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 1,340
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): n/a
Existing Posted Speed Limit:

Direction 1:

Eastbound 85th Percentile Speed:

Direction 2:

Westbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 2
4 6
8 10
12 14
16 18
20 20 25 30 35 40
Number of Observations
Speed (mph)
LOCATION 28
Eastbound
Westbound
Engineering and Traffic Survey
Foster City, California
LOCATION 28
Street: Polynesia Drive
Segment: Foster City Boulevard to Flying Mist Isle

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 30 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 28
Engineering and Traffic Survey
Foster City, California
LOCATION 29
Street: Port Royal Avenue
Segment: Edgewater Boulevard to Edgewater Boulevard

PHYSICAL CHARACTERISTICS

1.45 mi.
2 Curvilinear, flat
Adequate
Mixed - Residential and Open Space
Undivided
On-street parking (both sides)
On-street, parallel (both sides)
None

TRAFFIC CHARACTERISTICS
2017 through 2021
2 SPEED DATA
30 mph
Northbound
34 mph
Southbound
34 mph
34 mph
26 to 35 mph
92%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 1,137
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.665
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
20 25 30 35 40
Number of Observations
Speed (mph)
LOCATION 29
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 29
Street: Port Royal Avenue
Segment: Edgewater Boulevard to Edgewater Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 30 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 29
Engineering and Traffic Survey
Foster City, California
LOCATION 30
Street: Shell Boulevard
Segment: Metro Center Boulevard to East Hillsdale Boulevard

PHYSICAL CHARACTERISTICS

0.24 mi.
4 Curvilinear, flat
Adequate
Mixed - Residential, Commercial, and Open Space
Divided
0 to 5 feet on the northern portion
None
Shared-road/bike route (Class III) on the northern portion

TRAFFIC CHARACTERISTICS
2017 through 2021
3 SPEED DATA
35 mph
Northbound
38 mph
Southbound
39 mph
39 mph
30 to 39 mph
92%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 6,194
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 1.106
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 30
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 30
Street: Shell Boulevard
Segment: Metro Center Boulevard to East Hillsdale Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 30
Engineering and Traffic Survey
Foster City, California
LOCATION 31
Street: Shell Boulevard
Segment: East Hillsdale Boulevard to Bounty Drive

PHYSICAL CHARACTERISTICS

0.42 mi.
4 Straight, flat
Adequate
Mixed - Residential and Open Space
Divided
On-street parking (one side, west only), on-street bike facilities (both sides) On-street, parallel (one side, west only)
Bike lane with buffer (Class II) on east side, bike lane (Class II) on west side

TRAFFIC CHARACTERISTICS
2017 through 2021
9 SPEED DATA
35 mph
Northbound
39 mph
Southbound
39 mph
39 mph
31 to 40 mph
92%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 10,588
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 1.109
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 2
4 6
8 10
12 14
16 18
20 25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 31
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 31
Street: Shell Boulevard
Segment: East Hillsdale Boulevard to Bounty Drive

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 31
Engineering and Traffic Survey
Foster City, California
LOCATION 32
Street: Shell Boulevard
Segment: Bounty Drive to Beach Park Boulevard

PHYSICAL CHARACTERISTICS

0.47 mi.
4 Curvilinear, flat to rolling
Mostly adequate, a few places with grades and curves that restrict sight distance Mixed - Residential, Education, and Open Space
Divided
On-street bike facilities (both sides) on northern portion None
Bike lane (Class II) on northern portion

TRAFFIC CHARACTERISTICS
2017 through 2021
2 SPEED DATA
35 mph
Northbound
39 mph
Southbound
39 mph
39 mph
30 to 39 mph
93%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 3,748
Collision Review Period:

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.622
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):
0 5
10 15
20 25
25 30 35 40 45
Number of Observations
Speed (mph)
LOCATION 32
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 32
Street: Shell Boulevard
Segment: Bounty Drive to Beach Park Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 35 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 32
Engineering and Traffic Survey
Foster City, California
LOCATION 33
Street: Vintage Park Drive
Segment: Foster City Boulevard to Metro Center Boulevard

PHYSICAL CHARACTERISTICS

0.75 mi.
4 Curvilinear, flat to rolling
Mostly adequate, a few places with grades and curves that restrict sight distance Mixed - Office, Industrial, and Open Space
Divided
None
None
Shared-road/bike route (Class III)

TRAFFIC CHARACTERISTICS
2017 through 2021
1 SPEED DATA
30 mph
Northbound
34 mph
Southbound
34 mph
34 mph
26 to 35 mph
92%
Segment Length:
# of Travel Lanes:

Alignment, Grade:

Sight Distance:

Adjacent Land Uses:

Median Type:

Shoulder:

Parking:

Bike Facilities:

Average Daily Traffic: 10,938
Collision Review Period:

Combined Pace (Both Directions):

Percent in Pace Speed (Both Directions):

Reported Collisions During Review Period:

Collision Rate (collisions/million veh. mi.): 0.067
Existing Posted Speed Limit:

Direction 1:

Northbound 85th Percentile Speed:

Direction 2:

Southbound 85th Percentile Speed:

Combined 85th Percentile Speed (Both Directions):
0 2
4 6
8 10
12 14
16 18
20 20 25 30 35 40
Number of Observations
Speed (mph)
LOCATION 33
Northbound
Southbound
Engineering and Traffic Survey
Foster City, California
LOCATION 33
Street: Vintage Park Drive
Segment: Foster City Boulevard to Metro Center Boulevard

SUMMARY
RECOMMENDED POSTED SPEED LIMIT: 30 mph
The California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) specify that the posted speed limits are to be established at the nearest 5 mph increment of the 85th percentile speed, and the CVC and CA MUTCD allow for the posted speed limit to be reduced by 5 mph thereafter. Based on the collected speed radar data, the 85th percentile speed falls within the range to keep the existing posted speed limit, and, therefore, it is recommended that the posted speed limit remain unchanged.

0.00 0.10

0.20 0.30

0.40 0.50

0.60 0.70

0.80 0.90

1.00 0 1 02 03 04 05 06 07 08 0
Cumulative Percentage
Speed (mph)
LOCATION 33