Exhibit B — Emeryville City Council, July 2, 2024

Innovating Through Informatics™
Program for Arterial System Synchronization
FY22/23
Deliverable 3A.2 | DRAFT Recommendations Report
City of Emeryville
Engineering & Traffic Survey
FINAL Project Report
June 7, 2024
Prepared for:

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TABLE OF CONTENTS
Certification.............................................................................................................................................................1 1 Project Overview ........................................................................................................................................2 2 Methodology ..............................................................................................................................................5 3 Data Collection ...........................................................................................................................................8 Radar Speed Survey ............................................................................................................................. 8 Roadway Characteristics...................................................................................................................... 9 Average Daily Traffic (ADT) Counts...................................................................................................... 9 Collision Data ....................................................................................................................................... 9 4 Summary of Recommendations...............................................................................................................12 Recommendations for New Surveyed Segments .............................................................................. 12 Recommendations for Segments to Extend the Existing E&TS ......................................................... 14 5 Assembly Bill No. 43 (AB 43) Amended Speed Limit Recommendations................................................18 TABLES
Table 1.1 – New Surveyed Segments......................................................................................................................2 Table 1.2 – Segments to Extend Existing E&TS .......................................................................................................3 Table 3.1 – California State Highways Statewide Collision Rates (2020)..............................................................10 Table 3.2 – Study Segments Collision Rates..........................................................................................................11 Table 4.1 – Recommended Speed Limit for New Surveyed Segments.................................................................15 Table 4.2 – Speed Limit Recommendation for Existing Study Segments..............................................................16 Table 5.1 – AB 43 Recommended Speed Limit for New Surveyed Segments.......................................................20

FIGURES
Figure 1.1 - Study Segments with Existing Speed Limits.........................................................................................4 Figure 4.1 - Study Segments with Recommended Speed Limits...........................................................................17

APPENDICES
APPENDIX A – Certifications
APPENDIX B – ETS, ADT & Collision Data
APPENDIX C – Summary of Recommendations & One Page Summary Sheets APPENDIX D – Analysis of 2024 E&TS New Surveyed Segments based on AB 43 Requirements FINAL Project Report
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CERTIFICATION
I certify that the attached Engineering and Traffic Survey for the City of Emeryville, California conforms to California Vehicle Code, Section 627, which defines an engineering and traffic survey and required criteria, and the methodology established in the California Manual on Uniform Traffic Control Devices, 2014 Edition, Revision 8, effective January 2024. I certify that all analyses pertaining to this study were conducted under my direction.
_____________________________
David Huynh, P.E.

RCE# 60230
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1 PROJECT OVERVIEW
This report presents the results of the Engineering and Traffic Survey (E&TS) conducted for the City of Emeryville along nine (9) roadway segments within the City limits. Additionally, this report includes an evaluation of six (6) roadway segments where an E&TS was conducted in 2016 to extend the validity of the speed limits set by the 2016 E&TS by the number of years as allowed under the current law. Per the California Vehicle Code (CVC), an engineering and traffic survey for speed limits is typically conducted every five years by governing municipalities.

Engineering and traffic surveys for speed limits are regularly conducted by state and local agencies once every five, seven, or 14 years in compliance with CVC Section 40802 to reevaluate non-statutory speed limits on segments of their roadways that have undergone significant changes since the last review. These changes include the addition or elimination of parking, changes in the number of travel lanes, changes in the configuration of bicycle lanes, changes in traffic control, or significant changes in traffic volumes.

The CVC requires that speed surveys be performed with the use of radar or other electronic devices at locations where speed limits are to be enforced with the use of radar. The certifications for the radar guns and the radar operators involved with this project are contained in Appendix A. The current survey must be completed within five years as specified in Section 40802(a); seven years as specified in Section 40802(c), or 14 years as specified in Section 40802(c), of the date of the preceding survey.

Table 1.1 summarizes the nine (9) roadway segments where a new E&TS was conducted, and Table 1.2 summarizes the six (6) roadway segments where evaluation of the existing speed survey was conducted to extend the applicability of the existing 2016 E&TS. Figure 1.1 illustrates all 15 study segments with existing speed limits.

Table 1.1 – New Surveyed Segments
# Street Survey Limits Length
(mi)
Existing Speed
Limit
(mph)
1 Hollis St 67th St to Powell St 0.7 30
2 Horton St 62nd St to 40th St 0.9 25
3 Christie Ave 65th St to Powell St 0.5 25
4 Powell St I-80 Frontage Rd to Vallejo St 0.6 30
5 65th St La Coste St to Vallejo St 0.7 25
6 La Coste St 65th St to 64th St 0.2 25
7 53rd St Horton St to San Pablo Ave 0.4 25
8 Park Ave San Pablo Ave to Halleck St 0.6 25
9 Frontage Rd Powell St to Point Emery Ln 0.6 25
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Table 1.2 – Segments to Extend Existing E&TS
# Street Survey Limits Length
(mi)
Existing Speed
Limit
(mph)
10 Hollis St Powell St to Yerba Buena Ave 0.8 30
11 Powell St Captain Drive to I-80 Frontage Rd 0.9 30
12 40th St East abutment of 40th St Bridge to San
Pablo Ave 0.6 30
13 Shellmound St 67th St to Christie Ave 0.7 25
14 Shellmound St Christie Ave to East Abutment of 40th
St Bridge 0.9 30
15 Christie Ave Powell St to Shellmound St 0.2 25
For the segment of Hollis Street, between 67th Street to Powell Street, the 2016 E&TS recommended a speed limit of 25 mph and the City adopted this recommendation. However, the posted speed limit signs along this segment remained unchanged at 30 mph.

The E&TS evaluation was conducted in compliance with regulations set forth in California Vehicle Code Section 627 and the California Manual on Uniform Traffic Control Devices (CA MUTCD) 2014 Revision 7, Section 2B.13. The E&TS consists of engineering measurements of the prevailing speeds along survey segments, a review of accident records, and field review including roadway, traffic, and land use conditions.

Other factors considered in an E&TS include residential density and pedestrian and bicycle safety.

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Figure 1.1 - Study Segments with Existing Speed Limits
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2 METHODOLOGY
The procedures used to formulate recommendations in this report meet the requirements of the California Vehicle Code (CVC) Section 627; Sections 22348 through 22413; and Section 40802 and others referenced in this section, and the California Manual of Uniform Traffic Control Devices (CA MUTCD), Section 2B.13.

Summarized below are the sections from the CVC relevant to this study.

CVC Section 627 – Engineering and Traffic Survey
CVC Section 627 provides the definition and requirements of an E&TS study. “(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
(2) Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.”
CVC Section 22352 – Prima Facie Speed Limits
CVC Section 22352 establishes prima facie speed limits for local roads and streets. A speed limit of 15 mph is applicable at railroad crossings and highway intersections, a speed limit of 25 mph is applicable on any highway in any business or residence district, near school zones and senior citizen facilities, contingent on the conditions specified in this CVC section, italicized below. “The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) Fifteen miles per hour:

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(1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along the railway. This subdivision does not apply in the case of any railway grade crossing where a human flag person is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car.
(2) When traversing any intersection of highways if during the last 100 feet of the driver’s approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals.
(3) On any alley.
(b) Twenty-five miles per hour:
(1) On any highway, in any business or residence district unless a different speed is determined by local authority or the Department of Transportation under procedures set forth in this code. (2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard “SCHOOL” warning sign. For purposes of this subparagraph, standard “SCHOOL” warning signs may be placed at any distance up to 500 feet away from school grounds. (3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard “SENIOR” warning sign. A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented. A local authority may request grant funding from the Active Transportation Program pursuant to Chapter 8 (commencing with Section 2380) of Division 3 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs, or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources.”
CVC 22358 and 22358.3 – Reduction of Local Speed Limit to 15 or 20 mph CVC Section 22358 allows the speed limits along local streets to be established at the lower limit of 20 or 15 mph on the basis of an E&TS.
“Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45, 40, 35, 30, 25, 20, or 15 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.”
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CVC Section 22358.3 allows reduction of speed limits along local streets to 15 or 20 mph in a business or residential districts with street width less than 25 feet, if the E&TS study deems that 25 mph speed limit is reasonable along that street.
“Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour in a business or residence district or in a public park on any street having a roadway not exceeding 25 feet in width, other than a state highway, is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is found most appropriate and is reasonable and safe. The declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.”
CVC 22358.6 – 85th-Percentile, Rounding, 5 mph Increment, 5 mph speed reduction and Maximum Speed Reduction
CVC Section 22358.6 allows 5 mph increment or reduction to the radar collected 85th percentile speed to the nearest 5 mph for determining the posted speed limit on a street. This section allows an additional reduction of 5 mph if the reasons are documented in an E&TS study, contingent to this section. “(a) The Department of Transportation shall, in the next scheduled revision, revise and thereafter maintain the California Manual on Uniform Traffic Control Devices to require the Department of Transportation or a local authority to round speed limits to the nearest five miles per hour of the 85th percentile of the freeflowing traffic. (b) In cases in which the speed limit needs to be rounded down to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may lower the speed limit by five miles per hour from the nearest five mile per hour increment of the 85th-percentile speed, in compliance with Sections 627 and 22358.5 and the California Manual on Uniform Traffic Control Devices, as it read on March 30, 2021, if the reasons for the lower speed limit are documented in an engineering and traffic survey. The Department of Transportation or a local authority may also take into consideration Sections 22353, 22353.2, 22353.3, 22353.4, and 22353.5, if applicable. (c) In cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment. If the speed limit is rounded down pursuant to this subdivision, the speed limit shall not be reduced any further pursuant to subdivision (b). (d) In addition to subdivisions(b) and (c), a local authority may additionally lower the speed limit as provided in Section 22358.7.
(e) The total reduction in the speed limit pursuant to subdivisions (a) to (d), inclusive, shall not exceed 12.4 miles per hour from the 85th percentile speed.
(f) Notwithstanding subdivisions (a) to (e), inclusive, a local authority may retain the currently adopted speed limit as provided in Section 22358.8 without further reduction or restore the immediately prior adopted speed limit as provided in Section 22358.8 without further reduction.” CVC Section 22358.8 – Retain Existing Speed Limits
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speed limit, if that speed limit was established after completing an E&TS study and is evaluated by a registered traffic engineer.
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the currently adopted speed limit or restore the immediately prior adopted speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established that speed limit.
(b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the currently adopted speed limit nor below the immediately prior speed limit. (c) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles pe hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section. 3 DATA COLLECTION
Per CVC Section 627, an E&TS evaluation requires at a minimum: prevailing speeds as determined by traffic engineering measurements, accident records, and roadside conditions not readily apparent to the driver.

It also recommends evaluating residential density and safety of pedestrians and bicyclists. The following sections summarize the data collection efforts conducted for the study.

Radar Speed Survey
Traffic speed surveys were conducted with calibrated radar guns on days with typical weather conditions and during off-peak periods. A minimum of 100 vehicle speed measurements were recorded at each survey location (total for both directions) on Tuesday, June 27, 2023, and Wednesday, June 28, 2023. The certificate of calibration for the radar gun and tuning fork used are provided in Appendix A. Appendix B provides radar speed surveys conducted at the nine study segments.

The speed survey conducted summarizes the following metrics at the nine roadway segments:
• Street surveyed
• Precise location
• Street direction
• Date/day of the survey
• Start time & end time of survey
• Number of vehicles surveyed
• 85th percentile speed, 50th percentile speed, 10 mile pace • Percent and number of vehicles observed within the 10 mph pace speed • Percent and number of vehicles observed below pace
• Percent and number of vehicles observed above pace
• Range of speeds observed and standard deviation
A brief description of the metrics are provided below:
• 50th Percentile Speed (Median Speed): This is the speed at which 50 percent of the vehicles FINAL Project Report
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sampled are travelling at or below posted speed limit.
• 85th Percentile Speed (Critical Speed): The 85th percentile speed is the speed at or below which 85 percent of the drivers travel on a road segment. Motorists traveling above the 85th percentile speed are exceeding the safe and reasonable speed for road and traffic conditions. • 10 mph Pace Speed: The 10-mph pace is the range of speed at which most cars are traveling on a particular stretch of road. While the 85th percentile is the maximum speed that 85% of drivers will not exceed, the 10-mph pace is the range of speed at which those cars are moving. • Average Speed: The average speed is the cumulative speed of the surveyed vehicles divided by the number of vehicles.
• Speed Range: The range of speed is the speed range between the fastest and slowest vehicles observed. A large difference in speed range (30 mph, for example) indicates less favorable conditions than a smaller range. The greater the range, the more inconsistency in travel speeds resulting in a greater likelihood of traffic collisions. In general, uniform speeds result in the smooth progression of traffic.

Roadway Characteristics
A field review was conducted for all segments included in the study. The field review included driving each street to determine the speed of traffic that is reasonable from the driver's viewpoint, review of existing speed limit signs, visibility, roadway characteristics such as presence of driveways, medians, bicycle lanes, uncontrolled crosswalks, vertical and horizontal curves, on-street parking, sidewalks, and pavement condition, adjacent land use, and any current construction activities that would impact travel speed.

Average Daily Traffic (ADT) Counts
City of Emeryville staff provided historical average daily traffic counts at most study locations. New ADT counts were collected at five study locations where either no data was available or the data available was over five years old. These counts were used to determine the accident rates for each roadway segment, which is used in evaluating the appropriate speed limit for each segment. Appendix B provides all ADT data used for this study.

Collision Data
Collisions reported from June 1, 2020, to May 31, 2023 (total of three years) were obtained from Statewide Integrated Traffic Records System (SWITRS) and evaluated for all study segments. Appendix B provides the collision data used for this study. The total collisions along each segment were used to determine the collision rate/accidents per million vehicle miles (ACC/MVM) and compared to the statewide average collision rate for similar segments obtained from Caltrans 2020 Crash Data on California State Highways (road miles, travel, crashes, crash rates). The analysis uses the following formulae.

Number of Years of Collision Data 3
Million Vehicle Miles (MVM) (AADT*segment length*365*number of years)/1,000,000 Crash Rate Total Number of Crashes/MVM
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Table 3.1 provides a summary of the California State Highways statewide collision rates (2020) and Table

3.2 summarizes the calculated collision rates for each roadway segment.

Table 3.1 – California State Highways Statewide Collision Rates (2020) Lane Type Total Crashes Per MCM
Urban (Inside City) 2 and 3 Lanes 1.44
Urban (Inside City) 4+ Lanes (Undivided) 0.97
Urban (Inside City) 4+ Lanes (Divided) 1.02
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Table 3.2 – Study Segments Collision Rates
# Street Survey Limits
Length of
Roadway
Segment
(miles (mi))
Total Collisions
Pedestrian/
Bicycle
Collisions
Speed Related
Collisions
NonIntersection/
Mid-Block
Collisions
ADT ADT Data Year MVM Crash Rate
Statewide
Average
Collision Rate
(2020)
Crash Rate
lower than
Statewide
Average?
1 Hollis St 67th St to Powell St 0.7 21 1 2 8 5915 2022 4.53 4.63 1.44 No 2 Horton St 62nd St to 40th St 0.9 2 1 0 0 3303 2019 3.26 0.61 1.44 Yes 3 Christie Ave 65th St to Powell St 0.5 12 0 1 7 4988 2023 2.73 4.39 1.44 No 4 Powell St I-80 Frontage Rd to Vallejo St 0.6 43 5 10 12 39305 2017 25.82 1.67 1.02 No 5 65th St La Coste St to Vallejo St 0.7 6 0 1 3 3833 2017 2.94 2.04 1.44 No 6 La Coste St 65th St to 64th St 0.2 0 0 0 0 239 2023 0.05 0.00 1.44 Yes 7 53rd St Horton St to San Pablo Ave 0.4 2 0 0 1 1959 2019 0.86 2.33 1.44 No 8 Park Ave San Pablo Ave to Halleck St 0.6 2 0 0 1 3324 2023 2.18 0.92 1.44 Yes 9 Frontage Rd Powell St to Point Emery Ln 0.6 6 0 3 4 4931 2023 3.24 1.85 1.44 No Extend Existing Speed Survey
10 Hollis Street Powell Street to Yerba Buena
Avenue 0.8 0 0 0 0 6938 2022 6.08 0.00 1.44 Yes
11 Powell Street Captain Dr to I-80 Frontage
Rd 0.9 5 0 2 4 3639 2023 3.59 1.39 1.44 Yes
12 40th Street East abutment of 40th Street Bridge
to San Pablo Avenue 0.6 13 0 7 6 17288 2017 11.36 1.14 1.02 No 13 Shellmound
Street 67th Street to Christie Avenue 0.7 12 1 0 8 6222 2017 4.77 2.52 1.44 No 14 Shellmound
Street
Christie Avenue to East Abutment
of 40th Street Bridge 0.9 6 1 3 5 17379 2017 17.13 0.35 0.97 Yes 15 Christie Avenue Powell Street to Shellmound Street 0.2 11 0 3 7 13694 2017 3.00 3.67 0.97 No FINAL Project Report
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4 SUMMARY OF RECOMMENDATIONS
The recommended speed limit for each study segment was determined based on the average speed, 85th percentile speed, pace speed and considering other significant factors such as existing land use, residential density, pedestrian and bike safety, parking, roadway design characteristics and accident rates for the study segments. Table 4.1 summarizes the metrics used to evaluate and determine the recommended speed limit at the nine (9) new surveyed segments included in this E&TS study. Appendix C provides the summary of recommendations tables provided in this report and one-page summary sheets for the nine new segments. Table 4.2 summarizes the findings for the six (6) roadway segments where the current speed limit that was established by the 2016 E&TS are recommended to be extended. Figure 4.1 illustrates the recommended speed limits for all 15 segments.

The engineering and traffic surveys contained in this report are intended to establish or justify posted speed limits that can be enforced by radar. Posted speed limits advise the motorist and enforcement agencies of the reasonable speed for a particular section of highway for prevailing conditions. The posted speed limits are not absolute maximums, but rather prima facie speed limits for which violations would be cited under the Basic Speed Law (Section 22350 of the CVC).

Recommendations for New Surveyed Segments

1. Hollis Street (67th Street to Powell Street)
The 85th percentile speed, when rounded to the nearest 5 mph increment, would be 35 mph and would result in an increase over the current posted speed. However, CVC Section 22358.6 (c), allows a local agency to round downward to the next 5 mph increment below, rather than upward to the nearest 5 mph increment above. CVC Section 22358.6 (d), (e), and Section 22358.7 (2), allow a further reduction by 5 mph if a portion of the study segment is adjacent to facilities that generate high concentrations of bicyclists and/or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused. This section of Hollis Street experiences heavy pedestrian traffic and has a hospital and park fronting it. Additionally, CVC Section 22358.8 allows a local agency to retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an E&TS.

A 25 mph speed limit was adopted in 2016 based on the prior 2016 E&TS. Hence the recommended speed limit is 25 mph.

2. Horton Street (62nd Street to 40th Street)
The 85th percentile speed, when rounded off to the nearest 5 mph increment, is consistent with the existing posted speed limit of 25 mph. The 10 mph pace speed ranges from 18 mph to 27 mph. This section of Horton Street fronts several commercial businesses and is classified as a Bicycle Boulevard per the City's General Plan. Thus, an additional 5 mph reduction is applied in accordance with CVC Section 22358.6 (b) and Section 22358.4 (a)(1). The recommended speed limit is 20 mph. The 20 mph speed limit falls within the 10 mph pace speed range.

3. Christie Avenue (65th Street to Powell Street)
The 85th percentile speed, when rounded off to the nearest 5 mph increment, is consistent with the existing posted speed limit of 25 mph. The 10 mph pace speed ranges from 17 mph to 26 mph and the collision rate on this corridor is higher than the statewide average collision rate. This section of Christie FINAL Project Report
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Street fronts Christie Park and several commercial businesses generating high volumes of bicycles and pedestrians. Thus, an additional 5 mph reduction is applied in accordance with CVC Section 22358.6 (b) and Section 22358.4 (a)(1). The recommended speed limit is 20 mph. The 20 mph speed limit falls within the 10 mph pace speed range.

4. Powell Street (I-80 Frontage Road to Vallejo Street) The 85th percentile speed, when rounded to the nearest 5 mph increment, would be 35 mph and would result in an increase of the speed limit by 5 mph over the current posted speed. The 10 mph pace speed ranges from 27 mph to 36 mph and the collision rate along this roadway segment is higher than the statewide average collision rate. Hence, per CVC Section 22358.6 (b), the existing speed limit of 30 mph is recommended to be maintained. The existing speed limit falls within the 10 mph pace speed range.

5. 65th Street (La Coste Street to Vallejo Street)
The 85th percentile speed, when rounded to the nearest 5 mph increment, would be 30 mph and would result in an increase of the speed limit by 5 mph over the current posted speed. The 10 mph pace speed ranges from 20 mph to 29 mph and the collision rate along this roadway segment is higher than the statewide average collision rate. Hence, per CVC Section 22358.6 (c), the existing speed limit of 25 mph is recommended to be maintained. The existing speed limit falls within the 10 mph pace speed range.

6. La Coste Street (65th Street to 64th Street)
The 85th percentile speed, when rounded to the nearest 5 mph increment, would be 30 mph and would result in an increase of the speed limit by 5 mph over the current posted speed. The 10 mph pace speed ranges from 22 mph to 31 mph and falls with the existing speed limit. Per CVC Section 22358.6 (b), the existing speed limit of 25 mph is recommended to be maintained.

7. 53rd Street (Horton Street to San Pablo Avenue)
The 85th percentile speed, when rounded to the nearest 5 mph increment, is consistent with the existing posted speed limit of 25 mph. The 10 mph pace speed ranges from 19 mph to 28 mph. The collision rate along this roadway segment is higher than the statewide average collision rate. This section of 53rd St fronts a school and several commercial businesses and residences and is classified as a Bicycle Boulevard per the City's General Plan. Hence, per CVC Section 22358.6 (b) and Section 22358.4 (a)(1), the recommended speed limit is 20 mph. The 20 mph speed limit falls within the 10 mph pace speed range.

8. Park Avenue (San Pablo Avenue to Hallbeck Street)
The 85th percentile speed, when rounded to the nearest 5 mph increment, would be 30 mph and would result in an increase of the speed limit by 5 mph over the current posted speed. The 10 mph pace speed ranges from 20 mph to 29 mph. Hence, per CVC Section 22358.6 (c), the existing speed limit of 25 mph is recommended to be maintained. The existing speed limit falls within the 10 mph pace speed range.

9. Frontage Road (Powell Street to Point Emery Lane)
The 85th percentile speed, when rounded to the nearest 5 mph increment, would be 30 mph and would result in an increase of the speed limit by 5 mph over the current posted speed. The 10 mph pace speed ranges from 23 mph to 32 mph and the collision rate along this roadway segment is higher than the statewide average collision rate. Hence, per CVC Section 22358.6 (b), the existing speed limit of 25 mph is recommended to be maintained. The existing speed limit falls within the 10 mph pace speed range.

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Recommendations for Segments to Extend the Existing E&TS Pursuant to CVC Section 40802, jurisdictions are required to have a valid speed zone survey for officers to enforce the posted speed limit on public streets. The survey is valid for five years (CVC Section 40802 (a)) but can be valid for seven years if citing officers have proper training and the electronic speed measuring device has the proper certifications (CVC Section 40802 (c)) and can remain valid for 14 years if a registered engineer determines no significant changes in roadway or traffic conditions have occurred, including but not limited to changes in adjoining property or land use, roadway width, or traffic volume (CVC 40802 (c)).

The City of Emeryville conducted an E&TS study for the six study segments listed in Table 4.2 in 2016. The study and recommended speed limits were adopted in January 2018. The City Engineers Office reviewed the speed zone surveys for the six segments in December 2021 and extended the speed zone survey by an additional two years (seven years criteria) effective until December 2023.

This study further reviewed the six study segments to recommend an extension up to 14 years based on CVC 40802 (c) as aforementioned.

Based on the review of the roadway segments and in consultation with City Staff, there were no major projects affecting traffic volumes and/or roadway modifications since the last 2016 E&TS. Given these conditions, it isrecommended to extend the 2016 E&TS to 14 years with a complete update to the Citywide Speed Survey completed prior to the year 2030.

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Table 4.1 – Recommended Speed Limit for New Surveyed Segments # Street Survey Limits
Length of
Roadway
Segment
(mi)
Existing
Speed Limit
(mph)
ADT Total
Collisions Crash Rate
Statewide
Average
Collision Rate
(2019)
Crash Rate
lower than
Statewide
Average?
50th
Percentile
Speed/Mean
Speed
(mph)
85th
Percentile
Speed
(mph)
10 mph Pace
Speed
(mph)
Percentage of
Vehicles in
Pace
(%)
Recommended
Speed Limit
(mph)
Speed Limit Change
Justification
1 Hollis St 67th St to Powell St 0.7 30 5,915 21 4.63 1.39 No 28.5 32.5 22-33 84.0 25 CVC Section 22358.6 (c),
(d), and Section 22358.7
(2)
2 Horton St 62nd St to 40th St 0.9 25 3,303 2 0.61 1.39 Yes 23.0 27.0 18-27 85.0 20 CVC Section 22358.6
(b)and Section 22358.4
(a)(1),
3 Christie Ave 65th St to Powell St 0.5 25 4,988 12 4.39 1.39 No 22.0 26.0 17-26 75.0 20 CVC Section 22358.6
(b)and Section 22358.4
(a)(1),
4 Powell St I-80 Frontage Rd to
Vallejo St 0.6 30 39,305 43 1.67 1.18 No 30.0 36.0 27-36 81.0 30 CVC Section 22358.6 (b) 5 65th St La Coste St to Vallejo St 0.7 25 3,833 6 2.04 1.39 No 25.0 29.0 20-29 85.0 25 CVC Section 22358.6 (c) 6 La Coste St 65th St to 64th St 0.2 25 239 0 0.00 1.39 Yes 26.0 31.0 22-31 81.0 25 CVC Section 22358.6 (b) 7 53rd St Horton St to San Pablo
Ave 0.4 25 1,959 2 2.33 1.39 No 24.0 27.0 19-28 89.0 20 CVC Section 22358.6
(b)and Section 22358.4
(a)(1),
8 Park Ave San Pablo Ave to Halleck
St 0.6 25 3,324 2 0.92 1.39 Yes 25.0 29.0 20-29 84.0 25 CVC Section 22358.6 (c) 9 Frontage Rd Powell St to Point Emery
Ln 0.6 25 4,931 6 1.85 1.39 No 29.0 32.0 23-32 80.0 25 CVC Section 22358.6 (b) FINAL Project Report
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Iteris, Inc. | 16
Table 4.2 – Speed Limit Recommendation for Existing Study Segments # Street Survey Limits
Length of
Roadway
Segment
(mi)
Existing
Speed Limit*
(mph)
ADT Total
Collisions
Crash Rate
(2020-2023)
Statewide
Average
Collision Rate
(2020)
Crash Rate
(2013-2016)
Crash Rate
lower than
Statewide
Average?
50th
Percentile
Speed/Mean
Speed*
(mph)
85th
Percentile
Speed*
(mph)
10 mph Pace
Speed*
(mph)
Percentage of
Vehicles in
Pace*
(%)
Recommended
Speed Limit*
(mph)
10 Hollis St Powell St to Yerba Buena Ave 0.8 30 6,938 0 0.00 1.07 0.79 Yes 27.2 29.9 23-32 98.5 30 11 Powell St Captain Drive to I-80 Frontage
Rd 0.9 30 3,639 18 1.39 1.07 0.59 No 30.2 32.8 25-34 96.0 30 12 40th St East abutment of 40th St Bridge
to San Pablo Ave 0.6 30 17,288 13 1.14 0.64 1.22 No 32.3 35.5 29-38 92.0 30 13 Shellmound
St 67th St to Christie Ave 0.7 25 6,222 12 2.52 1.07 1.48 No 25.0 27.9 22-31 94.2 25 14 Shellmound
St
Christie Ave to East Abutment of
40th St Bridge 0.9 30 17,379 6 0.35 0.66 1.92 Yes 28.2 31.3 24-33 92.0 30 15 Christie Ave Powell St to Shellmound St 0.2 25 13,694 11 3.67 1.61 2.88 No 23.0 25.4 19-28 97.0 25 Notes:
* Obtained from 2016 Approved ETS
FINAL Project Report
Engineering & Traffic Survey
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Figure 4.1 - Study Segments with Recommended Speed Limits FINAL Project Report
Engineering & Traffic Survey
Iteris, Inc. | 18
5 ASSEMBLY BILL NO. 43 (AB 43) AMENDED SPEED LIMIT

RECOMMENDATIONS
This section amends the analysis and recommendations provided in the Final E&TS Project Report submitted to the City of Emeryville on February 28, 2024, to include Assembly Bill 43 requirements which will be in effect by June 30, 2024.

The California Legislature passed Assembly Bill 43 – Traffic Safety in September 2021, the bill was introduced by Assembly Member Laura Friedman from the 43rd Assembly District in Southern California.

The bill changes the process by which E&TS studies are prepared by authorizing local agencies to consider the safety of vulnerable pedestrian groups in addition to the traditional speed limit determination process based on prevailing speeds and road conditions. The bill also introduces the ability to establish permanent 15- and 20-MPH speed limits on roads that were historically only implemented as part of special speed zone segments along school routes or senior center areas. The speed limits determined by AB 43 will take affect by June 30, 2024.

AB 43 amends sections 627, 21400, 22352, 22354, 22358, and 40802, and adds to sections 22358.6, 22358.7, 22358.8, and 22358.9 of the CVC, relating to traffic safety. The CA MUTCD 2014, Revision 8 includes standards and guidelines to implement the changes to existing E&TS studies authorized by AB 43.

The analysis conducted under this section utilizes CVC Section 22358.7(a)(2) for land or facility that generates high concentration of bicycles and pedestrians and CVC Section 22358.9 – Prima facie speed limit on a highway contiguous to a business activity district to assess and recommend further speed limit reduction at the nine newly surveyed segments. Summarized below are the sections from the CVC relevant to this study. The revised CA MUTCD 2014, Revision 8 (January 11, 2024), Section 2B.13 and Table 2B106(CA) is also used for this study.

CVC Section 22358.7 – Reducing Speed Limits
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine and declare a prima facie speed limit that has been reduced an additional five miles per hour for either of the following reasons:
(1) The portion of highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors. (2) The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
(b)
(1) As used in this section, “safety corridor” shall be defined by the Department of Transportation in the next revision of the California Manual on Uniform Traffic Control Devices. In making this determination, the department shall consider highways that have the highest number of serious injuries and fatalities based on collision data that may be derived from, but not limited to, the Statewide Integrated Traffic Records System.
(2) The Department of Transportation shall, in the next revision of the California Manual on FINAL Project Report
Engineering & Traffic Survey
Iteris, Inc. | 19
Uniform Traffic Control Devices, determine what constitutes land or facilities that generate high concentrations of bicyclists and pedestrians, as used in paragraph (2) of subdivision (a). In making this determination, the department shall consider density, road use type, and bicycle and pedestrian infrastructure present on a section of highway. (c) A local authority may not lower a speed limit as authorized by this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide as specified in Article 7 (commencing with Section 68645) of Chapter 2 of Title 8 of the Government Code, whichever is sooner.
(d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

CVC Section 22358.9 - Prima facie speed limit on a highway contiguous to a business activity district a)
(1) Notwithstanding any other law, a local authority may, by ordinance, determine and declare a 25 or 20 miles per hour prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of four traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 miles per hour speed limit. (C) A maximum posted 25 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 miles per hour speed limit. (b) As used in this section, a "business activity district" is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets at least three of the following requirements in paragraphs (1) to (4), inclusive:
(1) No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
(2) Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway. (3) Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.
(4) Marked crosswalks not controlled by a traffic control device. (c) A local authority shall not declare a prima facie speed limit under this section on a portion of a highway where the local authority has already lowered the speed limit as permitted under Section 22358.7, has retained the currently adopted speed limit under Section 22358.8, or has restored the immediately prior adopted speed limit under Section 22358.8.
(d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles FINAL Project Report
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Iteris, Inc. | 20
per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

Table 5.1 summarizes the recommended speed limit at the nine (9) new surveyed segments included in this E&TS study based on the AB 43 requirements. Appendix D provides a detailed analysis summary of the nine segments based on the AB 43 requirements.

Table 5.1 – AB 43 Recommended Speed Limit for New Surveyed Segments # Street Segment Limits Existing Speed
Limit (mph)
2024 ETS
Established Speed
Limit (mph)
Qualification for 5-
mph Speed
Reduction Per
AB43
Amended
Recommended
Speed Limit to be
implemented by
June 30, 2024
1 Hollis St 67th St to Powell
St 30 25 No 25
2 Horton St 62nd St to 40th St 25 20 Yes 15
3 Christie Ave 65th St to Powell
St 25 20 Yes 20
4 Powell St I-80 Frontage Rd to
Vallejo St 30 30 No 30
5 65th St Hollis St to Vallejo
St 25 25 Yes 20
6 65th St La Coste St to
Hollis St 25 25 Yes 25
7 La Coste St 65th St to 64th St 25 25 No 25
8 53rd St Horton St to San
Pablo Ave 25 20 Yes 15
9 Park Ave Halleck St to San
Pablo Ave 25 25 Yes 20
10 Frontage Rd Powell St to Point
Emery Ln 25 25 No 25
FINAL Project Report
Engineering & Traffic Survey
Iteris, Inc. | Appendix A
APPENDIX A – CERTIFICATIONS
FINAL Project Report
Engineering & Traffic Survey
Iteris, Inc. | Appendix A
Radar Gun – Certification of Accuracy
FINAL Project Report
Engineering & Traffic Survey
Iteris, Inc. | Appendix A
Tuning Fork – Certification of Accuracy
FINAL Project Report
Engineering & Traffic Survey
Iteris, Inc. | Appendix B
APPENDIX B – ETS, ADT & COLLISION DATA
30 NB SB
24 MPH 33
30 #Entries 100
NB/EB 44
SB/WB 56

TBD MPH
30 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % #%
<8 0 < 8 0 0.0% 0 0% 0.0% 0 0.0%
8 -9 8 - 9 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 0 0.0% 0 0% 0.0% 0 0.0%
12 - 13 12 - 13 0 0.0% 0 0% 0.0% 0 0.0%
14 - 15 14 - 15 0 0.0% 0 0% 0.0% 0 0.0%
16 - 17 16 - 17 0 0.0% 0 0% 0.0% 0 0.0%
18 - 19 18 - 19 0 0.0% 0 0% 0.0% 0 0.0%
20 - 21 20 - 21 3 3.0% 2 2% 5.0% 5 5.0%
22 - 23 22 - 23 2 2.0% 3 3% 5.0% 10 10.0%
24 - 25 24 - 25 8 8.0% 4 4% 12.0% 22 22.0%
26 - 27 26 - 27 13 13.0% 7 7% 20.0% 42 42.0%
28 - 29 28 - 29 7 7.0% 17 17% 24.0% 66 66.0%
30 - 31 30 - 31 6 6.0% 12 12% 18.0% 84 84.0%
32 - 33 32 - 33 4 4.0% 6 6% 10.0% 94 94.0%
34 - 35 34 - 35 1 1.0% 3 3% 4.0% 98 98.0%
36 - 37 36 - 37 0 0.0% 2 2% 2.0% 100 100.0%
> 37 0 > 37 0 0.0% 0 0% 0.0% 100 100.0%
Below Pace In Pace

28.5 MPH MPH

76.0%
Randy
Cloudy
2 MPH
Fair

PACE SPEED
Above Pace
MPH

6.0%

PRIMA FACIE SPEED LIMIT

84.0%
COLLECTOR:

Hollis St
Between 67th St & Powell St
24 MPH 10.0%
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, June 27, 2023
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

22.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 32 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
NONE

FREQUENCY CUMULATIVE

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
1 12:21:00 PM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
12:49:00 PM
MPH
ROAD CONDITION:

Local
ROADWAY SURVEYED:

WEATHER:

RECOMMENDED SPEED LIMIT:

DIRECTION OF COLLECTION

56.0%

44.0%
SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0% 18.0%
0 < 8
8 ‐ 9
10 ‐ 11
12 ‐ 13
14 ‐ 15
16 ‐ 17
18 ‐ 19
20 ‐ 21
22 ‐ 23
24 ‐ 25
26 ‐ 27
28 ‐ 29
30 ‐ 31
32 ‐ 33
34 ‐ 35
36 ‐ 37
0 > 37
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
18 MPH 27
25 #Entries 100
NB/EB 54
SB/WB 46

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % #%
<4 0 < 4 0 0.0% 0 0% 0.0% 0 0.0%
4 -5 4 - 5 0 0.0% 0 0% 0.0% 0 0.0%
6 -7 6 - 7 0 0.0% 0 0% 0.0% 0 0.0%
8 -9 8 - 9 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 0 0.0% 0 0% 0.0% 0 0.0%
12 - 13 12 - 13 0 0.0% 0 0% 0.0% 0 0.0%
14 - 15 14 - 15 0 0.0% 0 0% 0.0% 0 0.0%
16 - 17 16 - 17 2 2.0% 2 2% 4.0% 4 4.0%
18 - 19 18 - 19 8 8.0% 8 8% 16.0% 20 20.0%
20 - 21 20 - 21 6 6.0% 8 8% 14.0% 34 34.0%
22 - 23 22 - 23 12 12.0% 10 10% 22.0% 56 56.0%
24 - 25 24 - 25 10 10.0% 11 11% 21.0% 77 77.0%
26 - 27 26 - 27 9 9.0% 3 3% 12.0% 89 89.0%
28 - 29 28 - 29 3 3.0% 3 3% 6.0% 95 95.0%
30 - 31 30 - 31 3 3.0% 1 1% 4.0% 99 99.0%
32 - 33 32 - 33 1 1.0% 0 0% 1.0% 100 100.0%
> 33 0 > 33 0 0.0% 0 0% 0.0% 100 100.0%
RECOMMENDED SPEED LIMIT:

DIRECTION OF COLLECTION

46.0%

54.0%
SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
2 1:38:00 PM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
2:16:00 PM
MPH
ROAD CONDITION:

Local
ROADWAY SURVEYED:

WEATHER:

NONE

FREQUENCY CUMULATIVE

77.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 27 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Wednesday, June 28, 2023
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

Horton St
Between 62nd St & 40th St
19 MPH 4.0%
Randy
Cloudy
2 MPH
Fair

PACE SPEED
Above Pace
MPH

11.0%

PRIMA FACIE SPEED LIMIT

85.0%
COLLECTOR:

Below Pace In Pace
23 MPH MPH

77.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 4
4 ‐ 5
6 ‐ 7
8 ‐ 9
10 ‐ 11
12 ‐ 13
14 ‐ 15
16 ‐ 17
18 ‐ 19
20 ‐ 21
22 ‐ 23
24 ‐ 25
26 ‐ 27
28 ‐ 29
30 ‐ 31
32 ‐ 33
0 > 33
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
17 MPH 26
25 #Entries 100
NB/EB 46
SB/WB 54

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % #%
<1 0 < 1 0 0.0% 0 0% 0.0% 0 0.0%
1 -2 1 - 2 0 0.0% 0 0% 0.0% 0 0.0%
3 -4 3 - 4 0 0.0% 0 0% 0.0% 0 0.0%
5 -6 5 - 6 0 0.0% 0 0% 0.0% 0 0.0%
7 -8 7 - 8 0 0.0% 0 0% 0.0% 0 0.0%
9 - 10 9 - 10 0 0.0% 0 0% 0.0% 0 0.0%
11 - 12 11 - 12 0 0.0% 0 0% 0.0% 0 0.0%
13 - 14 13 - 14 2 2.0% 1 1% 3.0% 3 3.0%
15 - 16 15 - 16 2 2.0% 9 9% 11.0% 14 14.0%
17 - 18 17 - 18 6 6.0% 6 6% 12.0% 26 26.0%
19 - 20 19 - 20 8 8.0% 6 6% 14.0% 40 40.0%
21 - 22 21 - 22 9 9.0% 7 7% 16.0% 56 56.0%
23 - 24 23 - 24 8 8.0% 11 11% 19.0% 75 75.0%
25 - 26 25 - 26 5 5.0% 9 9% 14.0% 89 89.0%
27 - 28 27 - 28 4 4.0% 4 4% 8.0% 97 97.0%
29 - 30 29 - 30 2 2.0% 1 1% 3.0% 100 100.0%
> 30 0 > 30 0 0.0% 0 0% 0.0% 100 100.0%
RECOMMENDED SPEED LIMIT:

DIRECTION OF COLLECTION

54.0%

46.0%
SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
3 12:36:00 PM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
1:18:00 PM
MPH
ROAD CONDITION:

Local
ROADWAY SURVEYED:

WEATHER:

NONE

FREQUENCY CUMULATIVE

80.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 26 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Wednesday, June 28, 2023
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

Christie Ave
Between 65th St & Powell St
17 MPH 14.0%
Randy
Cloudy
2 MPH
Fair

PACE SPEED
Above Pace
MPH

11.0%

PRIMA FACIE SPEED LIMIT

75.0%
COLLECTOR:

Below Pace In Pace
22 MPH MPH

80.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0%
0 < 1
1 ‐ 2
3 ‐ 4
5 ‐ 6
7 ‐ 8
9 ‐ 10
11 ‐ 12
13 ‐ 14
15 ‐ 16
17 ‐ 18
19 ‐ 20
21 ‐ 22
23 ‐ 24
25 ‐ 26
27 ‐ 28
29 ‐ 30
0 > 30
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
30 EB WB
27 MPH 36
30 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
30 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % #%
< 12 0 < 12 0 0.0% 0 0% 0.0% 0 0.0%
12 - 13 12 - 13 0 0.0% 0 0% 0.0% 0 0.0%
14 - 15 14 - 15 0 0.0% 0 0% 0.0% 0 0.0%
16 - 17 16 - 17 0 0.0% 0 0% 0.0% 0 0.0%
18 - 19 18 - 19 0 0.0% 0 0% 0.0% 0 0.0%
20 - 21 20 - 21 0 0.0% 0 0% 0.0% 0 0.0%
22 - 23 22 - 23 2 2.0% 0 0% 2.0% 2 2.0%
24 - 25 24 - 25 9 9.0% 1 1% 10.0% 12 12.0%
26 - 27 26 - 27 6 6.0% 5 5% 11.0% 23 23.0%
28 - 29 28 - 29 14 14.0% 8 8% 22.0% 45 45.0%
30 - 31 30 - 31 6 6.0% 7 7% 13.0% 58 58.0%
32 - 33 32 - 33 5 5.0% 9 9% 14.0% 72 72.0%
34 - 35 34 - 35 4 4.0% 8 8% 12.0% 84 84.0%
36 - 37 36 - 37 3 3.0% 8 8% 11.0% 95 95.0%
38 - 39 38 - 39 0 0.0% 3 3% 3.0% 98 98.0%
40 - 41 40 - 41 1 1.0% 1 1% 2.0% 100 100.0%
> 41 0 > 41 0 0.0% 0 0% 0.0% 100 100.0%
Below Pace In Pace
30 MPH MPH

51.0%
Randy
Cloudy
4 MPH
Fair

PACE SPEED
Above Pace
MPH

6.0%

PRIMA FACIE SPEED LIMIT

81.0%
COLLECTOR:

Powell St
Between I-80 Frontage & Vallejo St
27 MPH 13.0%
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, June 27, 2023
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

12.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 36 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
NONE

FREQUENCY CUMULATIVE

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
4 11:47:00 AM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
12:14:00 PM
MPH
ROAD CONDITION:

Arterial
ROADWAY SURVEYED:

WEATHER:

RECOMMENDED SPEED LIMIT:

DIRECTION OF COLLECTION

50.0%

50.0%
SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0%
0 < 12
12 ‐ 13
14 ‐ 15
16 ‐ 17
18 ‐ 19
20 ‐ 21
22 ‐ 23
24 ‐ 25
26 ‐ 27
28 ‐ 29
30 ‐ 31
32 ‐ 33
34 ‐ 35
36 ‐ 37
38 ‐ 39
40 ‐ 41
0 > 41
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 EB WB
20 MPH 29
25 #Entries 100
NB/EB 58
SB/WB 42

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % #%
<5 0 < 5 0 0.0% 0 0% 0.0% 0 0.0%
5 -6 5 - 6 0 0.0% 0 0% 0.0% 0 0.0%
7 -8 7 - 8 0 0.0% 0 0% 0.0% 0 0.0%
9 - 10 9 - 10 0 0.0% 0 0% 0.0% 0 0.0%
11 - 12 11 - 12 0 0.0% 0 0% 0.0% 0 0.0%
13 - 14 13 - 14 0 0.0% 0 0% 0.0% 0 0.0%
15 - 16 15 - 16 0 0.0% 0 0% 0.0% 0 0.0%
17 - 18 17 - 18 0 0.0% 1 1% 1.0% 1 1.0%
19 - 20 19 - 20 7 7.0% 4 4% 11.0% 12 12.0%
21 - 22 21 - 22 5 5.0% 11 11% 16.0% 28 28.0%
23 - 24 23 - 24 13 13.0% 8 8% 21.0% 49 49.0%
25 - 26 25 - 26 15 15.0% 9 9% 24.0% 73 73.0%
27 - 28 27 - 28 5 5.0% 4 4% 9.0% 82 82.0%
29 - 30 29 - 30 9 9.0% 3 3% 12.0% 94 94.0%
31 - 32 31 - 32 3 3.0% 2 2% 5.0% 99 99.0%
33 - 34 33 - 34 1 1.0% 0 0% 1.0% 100 100.0%
> 34 0 > 34 0 0.0% 0 0% 0.0% 100 100.0%
RECOMMENDED SPEED LIMIT:

DIRECTION OF COLLECTION

42.0%

58.0%
SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
5 12:55:00 PM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
1:36:00 PM
MPH
ROAD CONDITION:

Local
ROADWAY SURVEYED:

WEATHER:

NONE

FREQUENCY CUMULATIVE

62.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 29 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, June 27, 2023
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:
65th St
Between La Coste St & San Pablo Ave
21 MPH 4.0%
Randy
Cloudy
2 MPH
Fair

PACE SPEED
Above Pace
MPH

11.0%

PRIMA FACIE SPEED LIMIT

85.0%
COLLECTOR:

Below Pace In Pace
25 MPH MPH

62.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0%
0 < 5
5 ‐ 6
7 ‐ 8
9 ‐ 10
11 ‐ 12
13 ‐ 14
15 ‐ 16
17 ‐ 18
19 ‐ 20
21 ‐ 22
23 ‐ 24
25 ‐ 26
27 ‐ 28
29 ‐ 30
31 ‐ 32
33 ‐ 34
0 > 34
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
22 MPH 31
25 #Entries 100
NB/EB 44
SB/WB 56

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % #%
<6 0 < 6 0 0.0% 0 0% 0.0% 0 0.0%
6 -7 6 - 7 0 0.0% 0 0% 0.0% 0 0.0%
8 -9 8 - 9 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 0 0.0% 0 0% 0.0% 0 0.0%
12 - 13 12 - 13 0 0.0% 0 0% 0.0% 0 0.0%
14 - 15 14 - 15 0 0.0% 0 0% 0.0% 0 0.0%
16 - 17 16 - 17 0 0.0% 1 1% 1.0% 1 1.0%
18 - 19 18 - 19 1 1.0% 3 3% 4.0% 5 5.0%
20 - 21 20 - 21 1 1.0% 2 2% 3.0% 8 8.0%
22 - 23 22 - 23 4 4.0% 4 4% 8.0% 16 16.0%
24 - 25 24 - 25 11 11.0% 11 11% 22.0% 38 38.0%
26 - 27 26 - 27 10 10.0% 12 12% 22.0% 60 60.0%
28 - 29 28 - 29 8 8.0% 10 10% 18.0% 78 78.0%
30 - 31 30 - 31 4 4.0% 7 7% 11.0% 89 89.0%
32 - 33 32 - 33 4 4.0% 4 4% 8.0% 97 97.0%
34 - 35 34 - 35 1 1.0% 2 2% 3.0% 100 100.0%
> 35 0 > 35 0 0.0% 0 0% 0.0% 100 100.0%
RECOMMENDED SPEED LIMIT:

DIRECTION OF COLLECTION

56.0%

44.0%
SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
6 2:23:00 PM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
4:00:00 PM
MPH
ROAD CONDITION:

Local
ROADWAY SURVEYED:

WEATHER:

NONE

FREQUENCY CUMULATIVE

38.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 31 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Wednesday, June 28, 2023
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

La Coste St
Between 65th St & 64th St
23 MPH 8.0%
Randy
Cloudy
2 MPH
Fair

PACE SPEED
Above Pace
MPH

11.0%

PRIMA FACIE SPEED LIMIT

81.0%
COLLECTOR:

Below Pace In Pace
26 MPH MPH

38.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 6
6 ‐ 7
8 ‐ 9
10 ‐ 11
12 ‐ 13
14 ‐ 15
16 ‐ 17
18 ‐ 19
20 ‐ 21
22 ‐ 23
24 ‐ 25
26 ‐ 27
28 ‐ 29
30 ‐ 31
32 ‐ 33
34 ‐ 35
0 > 35
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 EB WB
19 MPH 28
25 #Entries 100
NB/EB 45
SB/WB 55

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % #%
<3 0 < 3 0 0.0% 0 0% 0.0% 0 0.0%
3 -4 3 - 4 0 0.0% 0 0% 0.0% 0 0.0%
5 -6 5 - 6 0 0.0% 0 0% 0.0% 0 0.0%
7 -8 7 - 8 0 0.0% 0 0% 0.0% 0 0.0%
9 - 10 9 - 10 0 0.0% 0 0% 0.0% 0 0.0%
11 - 12 11 - 12 0 0.0% 0 0% 0.0% 0 0.0%
13 - 14 13 - 14 0 0.0% 0 0% 0.0% 0 0.0%
15 - 16 15 - 16 0 0.0% 1 1% 1.0% 1 1.0%
17 - 18 17 - 18 2 2.0% 2 2% 4.0% 5 5.0%
19 - 20 19 - 20 7 7.0% 7 7% 14.0% 19 19.0%
21 - 22 21 - 22 7 7.0% 10 10% 17.0% 36 36.0%
23 - 24 23 - 24 9 9.0% 12 12% 21.0% 57 57.0%
25 - 26 25 - 26 9 9.0% 14 14% 23.0% 80 80.0%
27 - 28 27 - 28 8 8.0% 6 6% 14.0% 94 94.0%
29 - 30 29 - 30 1 1.0% 3 3% 4.0% 98 98.0%
31 - 32 31 - 32 2 2.0% 0 0% 2.0% 100 100.0%
> 32 0 > 32 0 0.0% 0 0% 0.0% 100 100.0%
RECOMMENDED SPEED LIMIT:

DIRECTION OF COLLECTION

55.0%

45.0%
SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
7 10:28:00 AM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
11:42:00 AM
MPH
ROAD CONDITION:

Local
ROADWAY SURVEYED:

WEATHER:

NONE

FREQUENCY CUMULATIVE

66.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 27 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, June 27, 2023
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:
53rd St
Between Horton St & San Pablo Ave
20 MPH 5.0%
Randy
Cloudy
2 MPH
Fair

PACE SPEED
Above Pace
MPH

6.0%

PRIMA FACIE SPEED LIMIT

89.0%
COLLECTOR:

Below Pace In Pace
24 MPH MPH

66.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0%
0 < 3
3 ‐ 4
5 ‐ 6
7 ‐ 8
9 ‐ 10
11 ‐ 12
13 ‐ 14
15 ‐ 16
17 ‐ 18
19 ‐ 20
21 ‐ 22
23 ‐ 24
25 ‐ 26
27 ‐ 28
29 ‐ 30
31 ‐ 32
0 > 32
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 EB WB
20 MPH 29
25 #Entries 100
NB/EB 46
SB/WB 54

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % #%
<5 0 < 5 0 0.0% 0 0% 0.0% 0 0.0%
5 -6 5 - 6 0 0.0% 0 0% 0.0% 0 0.0%
7 -8 7 - 8 0 0.0% 0 0% 0.0% 0 0.0%
9 - 10 9 - 10 0 0.0% 0 0% 0.0% 0 0.0%
11 - 12 11 - 12 0 0.0% 0 0% 0.0% 0 0.0%
13 - 14 13 - 14 0 0.0% 0 0% 0.0% 0 0.0%
15 - 16 15 - 16 0 0.0% 0 0% 0.0% 0 0.0%
17 - 18 17 - 18 1 1.0% 0 0% 1.0% 1 1.0%
19 - 20 19 - 20 3 3.0% 3 3% 6.0% 7 7.0%
21 - 22 21 - 22 6 6.0% 6 6% 12.0% 19 19.0%
23 - 24 23 - 24 11 11.0% 10 10% 21.0% 40 40.0%
25 - 26 25 - 26 12 12.0% 16 16% 28.0% 68 68.0%
27 - 28 27 - 28 6 6.0% 9 9% 15.0% 83 83.0%
29 - 30 29 - 30 3 3.0% 5 5% 8.0% 91 91.0%
31 - 32 31 - 32 2 2.0% 3 3% 5.0% 96 96.0%
33 - 34 33 - 34 2 2.0% 2 2% 4.0% 100 100.0%
> 34 0 > 34 0 0.0% 0 0% 0.0% 100 100.0%
RECOMMENDED SPEED LIMIT:

DIRECTION OF COLLECTION

54.0%

46.0%
SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
8 9:36:00 AM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
10:19:00 AM
MPH
ROAD CONDITION:

Local
ROADWAY SURVEYED:

WEATHER:

NONE

FREQUENCY CUMULATIVE

52.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 29 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, June 27, 2023
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

Park Ave
Between San Pablo Ave & Halleck St
22 MPH 3.0%
Randy
Cloudy
2 MPH
Fair

PACE SPEED
Above Pace
MPH

13.0%

PRIMA FACIE SPEED LIMIT

84.0%
COLLECTOR:

Below Pace In Pace
25 MPH MPH

52.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0% 18.0%
0 < 5
5 ‐ 6
7 ‐ 8
9 ‐ 10
11 ‐ 12
13 ‐ 14
15 ‐ 16
17 ‐ 18
19 ‐ 20
21 ‐ 22
23 ‐ 24
25 ‐ 26
27 ‐ 28
29 ‐ 30
31 ‐ 32
33 ‐ 34
0 > 34
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
23 MPH 32
25 #Entries 100
NB/EB 58
SB/WB 42

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % #%
< 10 0 < 10 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 0 0.0% 0 0% 0.0% 0 0.0%
12 - 13 12 - 13 0 0.0% 0 0% 0.0% 0 0.0%
14 - 15 14 - 15 0 0.0% 0 0% 0.0% 0 0.0%
16 - 17 16 - 17 0 0.0% 0 0% 0.0% 0 0.0%
18 - 19 18 - 19 0 0.0% 0 0% 0.0% 0 0.0%
20 - 21 20 - 21 0 0.0% 1 1% 1.0% 1 1.0%
22 - 23 22 - 23 5 5.0% 4 4% 9.0% 10 10.0%
24 - 25 24 - 25 9 9.0% 10 10% 19.0% 29 29.0%
26 - 27 26 - 27 8 8.0% 5 5% 13.0% 42 42.0%
28 - 29 28 - 29 11 11.0% 8 8% 19.0% 61 61.0%
30 - 31 30 - 31 12 12.0% 7 7% 19.0% 80 80.0%
32 - 33 32 - 33 5 5.0% 4 4% 9.0% 89 89.0%
34 - 35 34 - 35 3 3.0% 2 2% 5.0% 94 94.0%
36 - 37 36 - 37 3 3.0% 0 0% 3.0% 97 97.0%
38 - 39 38 - 39 2 2.0% 1 1% 3.0% 100 100.0%
> 39 0 > 39 0 0.0% 0 0% 0.0% 100 100.0%
RECOMMENDED SPEED LIMIT:

DIRECTION OF COLLECTION

42.0%

58.0%
SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
9 2:28:00 PM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
3:09:00 PM
MPH
ROAD CONDITION:

Arterial
ROADWAY SURVEYED:

WEATHER:

NONE

FREQUENCY CUMULATIVE

29.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 32 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, June 27, 2023
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

W Frontage Rd
Between Powell St & Point Emery Ln
24 MPH 7.0%
Randy
Cloudy
2 MPH
Fair

PACE SPEED
Above Pace
MPH

13.0%

PRIMA FACIE SPEED LIMIT

80.0%
COLLECTOR:

Below Pace In Pace
29 MPH MPH

29.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 10
10 ‐ 11
12 ‐ 13
14 ‐ 15
16 ‐ 17
18 ‐ 19
20 ‐ 21
22 ‐ 23
24 ‐ 25
26 ‐ 27
28 ‐ 29
30 ‐ 31
32 ‐ 33
34 ‐ 35
36 ‐ 37
38 ‐ 39
0 > 39
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
Location: Hollis St, Between 59th St & 61st St
Date Range: 12/9/2022 - 12/15/2022
Site Code: 02
Time NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 1 9 10 19 18 37 15 14 29 11 7 18 7 9 16 2 5 7 - - - 5 7 12 1:00 AM 4 7 11 11 9 20 13 10 23 3 8 11 3 9 12 3 7 10 - - - 3 8 11 2:00 AM 5 4 9 5 14 19 4 6 10 2 2 4 5 6 11 1 3 4 - - - 3 5 8 3:00 AM 1 7 8 4 9 13 9 3 12 7 7 14 4 5 9 2 6 8 - - - 3 6 9 4:00 AM 12 18 30 7 12 19 1 10 11 7 14 21 9 15 24 16 16 32 - - - 13 16 28 5:00 AM 32 34 66 8 6 14 8 15 23 39 25 64 40 27 67 35 31 66 - - - 38 29 67 6:00 AM 58 84 142 36 15 51 15 18 33 63 77 140 62 85 147 67 80 147 - - - 65 83 147 7:00 AM 83 138 221 25 36 61 15 20 35 93 140 233 103 161 264 102 185 287 - - - 103 173 276 8:00 AM 187 245 432 73 69 142 38 61 99 209 285 494 201 287 488 189 280 469 - - - 195 284 479 9:00 AM 186 268 454 87 106 193 65 77 142 199 240 439 192 255 447 209 282 491 - - - 201 269 469 10:00 AM 170 271 441 122 127 249 65 88 153 192 217 409 174 221 395 199 222 421 - - - 187 222 408 11:00 AM 202 246 448 117 161 278 115 165 280 196 256 452 173 257 430 180 242 422 - - - 177 250 426 12:00 PM 216 247 463 138 167 305 152 180 332 217 231 448 195 322 517 226 284 510 - - - 211 303 514 1:00 PM 319 299 618 129 165 294 114 197 311 198 257 455 210 234 444 198 263 461 - - - 204 249 453 2:00 PM 298 293 591 147 190 337 130 193 323 258 307 565 246 293 539 271 268 539 - - - 259 281 539 3:00 PM 326 324 650 141 188 329 161 197 358 307 310 617 301 275 576 370 306 676 - - - 336 291 626 4:00 PM 372 346 718 135 145 280 114 172 286 336 316 652 419 303 722 490 340 830 - - - 455 322 776 5:00 PM 424 300 724 145 245 390 140 139 279 363 308 671 471 345 816 515 358 873 - - - 493 352 845 6:00 PM 248 211 459 108 135 243 90 89 179 221 173 394 276 247 523 366 205 571 - - - 321 226 547 7:00 PM 132 135 267 67 73 140 67 71 138 115 135 250 126 121 247 142 156 298 - - - 134 139 273 8:00 PM 83 97 180 62 49 111 37 49 86 57 72 129 80 85 165 76 94 170 - - - 78 90 168 9:00 PM 49 58 107 55 39 94 43 24 67 48 43 91 52 52 104 64 48 112 - - - 58 50 108 10:00 PM 48 54 102 49 42 91 23 18 41 25 31 56 39 37 76 26 39 65 - - - 33 38 71 11:00 PM 23 33 56 27 30 57 11 17 28 8 18 26 20 17 37 12 23 35 - - - 16 20 36 Total 3,479 3,728 7,207 1,717 2,050 3,767 1,445 1,833 3,278 3,174 3,479 6,653 3,408 3,668 7,076 3,761 3,743 7,504 - - - 3,585 3,706 7,290 Percent 48% 52% - 46% 54% - 44% 56% - 48% 52% - 48% 52% - 50% 50% - - - - 49% 51% - AM Peak 11:00 10:00 09:00 10:00 11:00 11:00 11:00 11:00 11:00 08:00 08:00 08:00 08:00 08:00 08:00 09:00 09:00 09:00 - - - 09:00 08:00 08:00 Vol. 202 271 454 122 161 278 115 165 280 209 285 494 201 287 488 209 282 491 - - - 201 284 479 PM Peak 17:00 16:00 17:00 14:00 17:00 17:00 15:00 13:00 15:00 17:00 16:00 17:00 17:00 17:00 17:00 17:00 17:00 17:00 - - - 17:00 17:00 17:00 Vol. 424 346 724 147 245 390 161 197 358 363 316 671 471 345 816 515 358 873 - - - 493 352 845

1. Mid-week average includes data between Tuesday and Thursday. 12/12/2022 12/13/2022 12/14/2022 12/15/2022
Friday Saturday Sunday
12/9/2022 12/10/2022 12/11/2022 Mid-Week Average
Monday Tuesday Wednesday Thursday
1 Project Manager: (415) 310-6469
[email protected]
Location: Horton St, Between Between 62nd St & 59th St
Date Range: 9/10/2019 - 9/16/2019
Site Code: 02
Time NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 5 1 6 1 1 2 3 2 5 - - - - - - - - - - - - 3 1 4 1:00 AM 3 0 3 2 2 4 1 1 2 - - - - - - - - - - - - 2 1 3 2:00 AM 0 0 0 3 1 4 2 2 4 - - - - - - - - - - - - 2 1 3 3:00 AM 2 1 3 4 1 5 8 3 11 - - - - - - - - - - - - 5 2 6 4:00 AM 5 3 8 5 2 7 6 4 10 - - - - - - - - - - - - 5 3 8 5:00 AM 15 11 26 15 11 26 14 18 32 - - - - - - - - - - - - 15 13 28 6:00 AM 43 26 69 32 31 63 43 29 72 - - - - - - - - - - - - 39 29 68 7:00 AM 76 52 128 95 46 141 77 57 134 - - - - - - - - - - - - 83 52 134 8:00 AM 136 110 246 108 94 202 129 106 235 - - - - - - - - - - - - 124 103 228 9:00 AM 127 95 222 117 104 221 110 82 192 - - - - - - - - - - - - 118 94 212 10:00 AM 64 50 114 87 64 151 77 80 157 - - - - - - - - - - - - 76 65 141 11:00 AM 73 73 146 62 65 127 90 57 147 - - - - - - - - - - - - 75 65 140 12:00 PM 73 72 145 64 70 134 80 53 133 - - - - - - - - - - - - 72 65 137 1:00 PM 83 86 169 84 68 152 63 64 127 - - - - - - - - - - - - 77 73 149 2:00 PM 86 78 164 93 71 164 86 62 148 - - - - - - - - - - - - 88 70 159 3:00 PM 116 85 201 128 88 216 115 74 189 - - - - - - - - - - - - 120 82 202 4:00 PM 195 123 318 165 95 260 171 90 261 - - - - - - - - - - - - 177 103 280 5:00 PM 204 98 302 158 81 239 206 79 285 - - - - - - - - - - - - 189 86 275 6:00 PM 109 49 158 121 62 183 107 48 155 - - - - - - - - - - - - 112 53 165 7:00 PM 65 34 99 46 27 73 45 27 72 - - - - - - - - - - - - 52 29 81 8:00 PM 24 25 49 22 14 36 22 19 41 - - - - - - - - - - - - 23 19 42 9:00 PM 13 9 22 10 4 14 24 15 39 - - - - - - - - - - - - 16 9 25 10:00 PM 7 4 11 10 10 20 11 10 21 - - - - - - - - - - - - 9 8 17 11:00 PM 2 5 7 8 3 11 4 1 5 - - - - - - - - - - - - 5 3 8 Total 1,526 1,090 2,616 1,440 1,015 2,455 1,494 983 2,477 - - - - - - - - - - - - 1,487 1,029 2,516 Percent 58% 42% - 59% 41% - 60% 40% - - - - - - - - - - - - - 59% 41% - AM Peak 08:00 08:00 08:00 09:00 09:00 09:00 08:00 08:00 08:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 136 110 246 117 104 221 129 106 235 - - - - - - - - - - - - 124 103 228 PM Peak 17:00 16:00 16:00 16:00 16:00 16:00 17:00 16:00 17:00 - - - - - - - - - - - - 17:00 16:00 16:00 Vol. 204 123 318 165 95 260 206 90 285 - - - - - - - - - - - - 189 103 280

1. Mid-week average includes data between Tuesday and Thursday. 9/13/2019 9/14/2019 9/15/2019 9/16/2019
Tuesday Wednesday Thursday
9/10/2019 9/11/2019 9/12/2019 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected]
Location: Horton St, Between 53rd St & 45th St
Date Range: 9/10/2019 - 9/16/2019
Site Code: 08
Time NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 3 0 3 2 4 6 1 7 8 - - - - - - - - - - - - 2 4 6 1:00 AM 3 2 5 5 2 7 1 4 5 - - - - - - - - - - - - 3 3 6 2:00 AM 4 4 8 3 2 5 3 5 8 - - - - - - - - - - - - 3 4 7 3:00 AM 4 3 7 1 0 1 2 1 3 - - - - - - - - - - - - 2 1 4 4:00 AM 5 3 8 3 6 9 3 3 6 - - - - - - - - - - - - 4 4 8 5:00 AM 6 18 24 8 15 23 7 13 20 - - - - - - - - - - - - 7 15 22 6:00 AM 25 43 68 30 41 71 29 33 62 - - - - - - - - - - - - 28 39 67 7:00 AM 90 70 160 74 68 142 75 65 140 - - - - - - - - - - - - 80 68 147 8:00 AM 159 145 304 157 131 288 155 153 308 - - - - - - - - - - - - 157 143 300 9:00 AM 113 108 221 121 122 243 126 110 236 - - - - - - - - - - - - 120 113 233 10:00 AM 76 71 147 86 74 160 78 73 151 - - - - - - - - - - - - 80 73 153 11:00 AM 87 78 165 74 77 151 87 59 146 - - - - - - - - - - - - 83 71 154 12:00 PM 85 89 174 84 71 155 95 68 163 - - - - - - - - - - - - 88 76 164 1:00 PM 97 88 185 100 84 184 81 89 170 - - - - - - - - - - - - 93 87 180 2:00 PM 107 61 168 118 62 180 118 72 190 - - - - - - - - - - - - 114 65 179 3:00 PM 154 110 264 162 86 248 157 98 255 - - - - - - - - - - - - 158 98 256 4:00 PM 250 142 392 217 147 364 222 150 372 - - - - - - - - - - - - 230 146 376 5:00 PM 308 193 501 265 167 432 256 167 423 - - - - - - - - - - - - 276 176 452 6:00 PM 168 136 304 143 103 246 156 92 248 - - - - - - - - - - - - 156 110 266 7:00 PM 76 71 147 62 42 104 70 44 114 - - - - - - - - - - - - 69 52 122 8:00 PM 38 31 69 34 38 72 37 27 64 - - - - - - - - - - - - 36 32 68 9:00 PM 31 24 55 23 18 41 35 23 58 - - - - - - - - - - - - 30 22 51 10:00 PM 14 16 30 18 15 33 15 22 37 - - - - - - - - - - - - 16 18 33 11:00 PM 8 9 17 3 5 8 8 8 16 - - - - - - - - - - - - 6 7 14 Total 1,911 1,515 3,426 1,793 1,380 3,173 1,817 1,386 3,203 - - - - - - - - - - - - 1,840 1,427 3,267 Percent 56% 44% - 57% 43% - 57% 43% - - - - - - - - - - - - - 56% 44% - AM Peak 08:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 159 145 304 157 131 288 155 153 308 - - - - - - - - - - - - 157 143 300 PM Peak 17:00 17:00 17:00 17:00 17:00 17:00 17:00 17:00 17:00 - - - - - - - - - - - - 17:00 17:00 17:00 Vol. 308 193 501 265 167 432 256 167 423 - - - - - - - - - - - - 276 176 452

1. Mid-week average includes data between Tuesday and Thursday. 9/13/2019 9/14/2019 9/15/2019 9/16/2019
Tuesday Wednesday Thursday
9/10/2019 9/11/2019 9/12/2019 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected]
Location: Horton St, Between Park Ave & 40th St
Date Range: 9/10/2019 - 9/16/2019
Site Code: 09
Time NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 5 7 12 4 6 10 4 7 11 - - - - - - - - - - - - 4 7 11 1:00 AM 4 2 6 3 6 9 1 3 4 - - - - - - - - - - - - 3 4 6 2:00 AM 4 0 4 1 0 1 1 7 8 - - - - - - - - - - - - 2 2 4 3:00 AM 3 0 3 3 3 6 2 1 3 - - - - - - - - - - - - 3 1 4 4:00 AM 7 2 9 7 2 9 5 1 6 - - - - - - - - - - - - 6 2 8 5:00 AM 21 12 33 14 14 28 21 9 30 - - - - - - - - - - - - 19 12 30 6:00 AM 62 49 111 63 53 116 64 37 101 - - - - - - - - - - - - 63 46 109 7:00 AM 102 51 153 144 57 201 140 76 216 - - - - - - - - - - - - 129 61 190 8:00 AM 239 125 364 228 117 345 226 130 356 - - - - - - - - - - - - 231 124 355 9:00 AM 170 99 269 168 108 276 181 90 271 - - - - - - - - - - - - 173 99 272 10:00 AM 121 95 216 114 99 213 89 96 185 - - - - - - - - - - - - 108 97 205 11:00 AM 122 114 236 115 75 190 88 118 206 - - - - - - - - - - - - 108 102 211 12:00 PM 135 106 241 131 139 270 130 96 226 - - - - - - - - - - - - 132 114 246 1:00 PM 150 103 253 136 120 256 132 117 249 - - - - - - - - - - - - 139 113 253 2:00 PM 150 86 236 147 80 227 161 115 276 - - - - - - - - - - - - 153 94 246 3:00 PM 167 147 314 164 147 311 159 131 290 - - - - - - - - - - - - 163 142 305 4:00 PM 206 192 398 208 179 387 202 173 375 - - - - - - - - - - - - 205 181 387 5:00 PM 253 222 475 231 223 454 232 243 475 - - - - - - - - - - - - 239 229 468 6:00 PM 178 176 354 164 174 338 179 141 320 - - - - - - - - - - - - 174 164 337 7:00 PM 104 88 192 99 90 189 100 82 182 - - - - - - - - - - - - 101 87 188 8:00 PM 70 45 115 61 60 121 76 49 125 - - - - - - - - - - - - 69 51 120 9:00 PM 39 26 65 45 29 74 54 34 88 - - - - - - - - - - - - 46 30 76 10:00 PM 30 32 62 26 26 52 29 38 67 - - - - - - - - - - - - 28 32 60 11:00 PM 14 25 39 12 19 31 15 22 37 - - - - - - - - - - - - 14 22 36 Total 2,356 1,804 4,160 2,288 1,826 4,114 2,291 1,816 4,107 - - - - - - - - - - - - 2,312 1,815 4,127 Percent 57% 43% - 56% 44% - 56% 44% - - - - - - - - - - - - - 56% 44% - AM Peak 08:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 239 125 364 228 117 345 226 130 356 - - - - - - - - - - - - 231 124 355 PM Peak 17:00 17:00 17:00 17:00 17:00 17:00 17:00 17:00 17:00 - - - - - - - - - - - - 17:00 17:00 17:00 Vol. 253 222 475 231 223 454 232 243 475 - - - - - - - - - - - - 239 229 468

NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 23 26 49 28 24 52 18 23 41 - - - - - - - - - - - - 23 24 47 1:00 AM 15 7 22 15 12 27 18 16 34 - - - - - - - - - - - - 16 12 28 2:00 AM 6 11 17 7 8 15 9 7 16 - - - - - - - - - - - - 7 9 16 3:00 AM 9 5 14 10 11 21 2 5 7 - - - - - - - - - - - - 7 7 14 4:00 AM 27 13 40 27 19 46 24 11 35 - - - - - - - - - - - - 26 14 40 5:00 AM 34 37 71 27 40 67 28 39 67 - - - - - - - - - - - - 30 39 68 6:00 AM 61 74 135 68 56 124 58 52 110 - - - - - - - - - - - - 62 61 123 7:00 AM 128 125 253 107 110 217 117 108 225 - - - - - - - - - - - - 117 114 232 8:00 AM 132 171 303 146 165 311 131 160 291 - - - - - - - - - - - - 136 165 302 9:00 AM 110 115 225 112 136 248 104 131 235 - - - - - - - - - - - - 109 127 236 10:00 AM 94 120 214 85 133 218 102 142 244 - - - - - - - - - - - - 94 132 225 11:00 AM 109 137 246 116 126 242 91 140 231 - - - - - - - - - - - - 105 134 240 12:00 PM 155 153 308 128 164 292 116 169 285 - - - - - - - - - - - - 133 162 295 1:00 PM 119 181 300 120 162 282 147 151 298 - - - - - - - - - - - - 129 165 293 2:00 PM 151 148 299 128 142 270 139 158 297 - - - - - - - - - - - - 139 149 289 3:00 PM 204 191 395 208 168 376 185 173 358 - - - - - - - - - - - - 199 177 376 4:00 PM 236 190 426 229 166 395 218 193 411 - - - - - - - - - - - - 228 183 411 5:00 PM 259 196 455 257 211 468 275 199 474 - - - - - - - - - - - - 264 202 466 6:00 PM 199 150 349 224 172 396 256 162 418 - - - - - - - - - - - - 226 161 388 7:00 PM 138 128 266 141 145 286 153 144 297 - - - - - - - - - - - - 144 139 283 8:00 PM 132 119 251 122 94 216 129 115 244 - - - - - - - - - - - - 128 109 237 9:00 PM 88 89 177 97 83 180 93 84 177 - - - - - - - - - - - - 93 85 178 10:00 PM 58 60 118 56 54 110 56 46 102 - - - - - - - - - - - - 57 53 110 11:00 PM 53 54 107 52 31 83 46 38 84 - - - - - - - - - - - - 50 41 91 Total 2,540 2,500 5,040 2,510 2,432 4,942 2,515 2,466 4,981 - - - - - - - - - - - - 2,522 2,466 4,988 Percent 50% 50% 51% 49% 50% 50% - - - - - - - - 51% 49% AM Peak 08:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 132 171 303 146 165 311 131 160 291 - - - - - - - - - - - - 136 165 302 PM Peak 17:00 17:00 17:00 17:00 17:00 17:00 17:00 17:00 17:00 - - - - - - - - - - - - 17:00 17:00 17:00 Vol. 259 196 455 257 211 468 275 199 474 - - - - - - - - - - - - 264 202 466

1. Mid-week average includes data between Tuesday and Thursday. 8/8/2023 8/9/2023 8/10/2023 8/11/2023 8/12/2023 8/13/2023 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 8/14/2023
1 Project Manager: (415) 310-6469
[email protected]
HPMS Data Collection Format
County Jurisdiction Street Name
Lat‐
Long/Street_From Lat‐Long/Street_To Length AADT ADT Peak Hour Volume D_FACTOR K_FACTOR Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Through
_Lanes
Future
AADT
Year of
Future
AADT Date Taken Comments
Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12501 10/16/2017 MONDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12321 10/17/2017 TUESDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12751 10/18/2017 WEDNESDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12749 10/19/2017 THURSDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12958 10/20/2017 FRIDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 17217 10/21/2017 SATURDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 15357 10/22/2017 SUNDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 38889 10/16/2017 MONDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 39041 10/17/2017 TUESDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 39407 10/18/2017 WEDNESDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 39362 10/19/2017 THURSDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 42251 10/20/2017 FRIDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 40100 10/21/2017 SATURDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 36083 10/22/2017 SUNDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 15596 10/16/2017 MONDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 15858 10/17/2017 TUESDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 15915 10/18/2017 WEDNESDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 16085 10/19/2017 THURSDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 18275 10/20/2017 FRIDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 21136 10/21/2017 SATURDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 18784 10/22/2017 SUNDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 23593 10/16/2017 MONDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 24864 10/17/2017 TUESDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 25314 10/18/2017 WEDNESDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 25414 10/19/2017 THURSDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 25605 10/20/2017 FRIDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 20841 10/21/2017 SATURDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 17218 10/22/2017 SUNDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 22855 10/16/2017 MONDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 23439 10/17/2017 TUESDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 23949 10/18/2017 WEDNESDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 24229 10/19/2017 THURSDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 24574 10/20/2017 FRIDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 21777 10/21/2017 SATURDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 18752 10/22/2017 SUNDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16027 10/16/2017 MONDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16606 10/17/2017 TUESDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16777 10/18/2017 WEDNESDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16881 10/19/2017 THURSDAY Alameda Emeryville 40th Street Hollis Street Emery Street 18503 10/20/2017 FRIDAY Alameda Emeryville 40th Street Hollis Street Emery Street 19507 10/21/2017 SATURDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16713 10/22/2017 SUNDAY Alameda Emeryville Hollis Street 64th Street 65th Street 9532 10/16/2017 MONDAY Alameda Emeryville Hollis Street 64th Street 65th Street 10303 10/17/2017 TUESDAY Alameda Emeryville Hollis Street 64th Street 65th Street 10139 10/18/2017 WEDNESDAY Alameda Emeryville Hollis Street 64th Street 65th Street 10382 10/19/2017 THURSDAY Alameda Emeryville Hollis Street 64th Street 65th Street 10233 10/20/2017 FRIDAY Alameda Emeryville Hollis Street 64th Street 65th Street 6734 10/21/2017 SATURDAY Alameda Emeryville Hollis Street 64th Street 65th Street 5475 10/22/2017 SUNDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 11528 10/16/2017 MONDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 12294 10/17/2017 TUESDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 12285 10/18/2017 WEDNESDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 12460 10/19/2017 THURSDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 12284 10/20/2017 FRIDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 9343 10/21/2017 SATURDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 7390 10/22/2017 SUNDAY Alameda Emeryville Horton Street 45th Street 53rd Street 2809 Sep‐17 3 day avg Alameda Emeryville 53rd Street Horton Street Hollis Street 662 Sep‐17 3 day avg Alameda Emeryville 53rd Street Hollis Street Boyer Street 2103 Sep‐17 3 day avg Alameda Emeryville 53rd Street Boyer Street San Pablo Avenue 2138 Sep‐17 3 day avg Alameda Emeryville 45th Street Doyle Street San Pablo Avenue 2643 Sep‐17 3 day avg Alameda Emeryville 45th Street Hollis Street Doyle Street 2404 Sep‐17 3 day avg Alameda Emeryville 45th Street Horton Street Hollis Street 1319 Sep‐17 3 day avg ‘From’ and ‘To’ locations should run from W-E and S-N
ADT
For two-way facilities, provide the bi-directional ADT.

For one-way roadways, provide the directional ADT
AADT
AADT is the average daily traffic value that represents all days of the reporting year.

AADT reflects application of day of week, seasonal, and axle correction factors. No other adjustment factors are necessary. 48-hour counts are preferred but shorter duration, such as 24-hour counts, are acceptable if these are the latest available. Lacking a traffic count, the AADT may be estimated from a traffic flow diagram, or by other means.

ADT or AADT may be entered. It is not necessary to supply both.

Month and Year of Traffic Count:

MM/YYYY
Enter 'est' in Comments field if the ADT or AADT is estimated and not count based Peak Hour Volume = The 24-hour peak
K-Factor
K30 if it is available. This is not common.

Code the K-Factor to the nearest whole percent . Don’t use decimals Either Peak Hour Volume or K-Factor may be entered.

It is not necessary to supply both of these.

D-Factor
The percent of the peak hour volume flowing in the peak direction.

This is normally 50-75% (100% for one-way facilities).

It cannot be less than 50% since it is defined by the peak direction.

Future ADT (or AADT)
This is typically greater than the current traffic volume but not more than 4 times the current traffic volume. Please provide an explanation wherever if it is outside that range.

Year of Future ADT (or AADT)
Ideally, this would be 20 years hence. It should not be less than 18 years out but whatever model year is being predicted that is closest to the 20 year target will suffice.

Section Identification ADT or (AADT) by Vehicle Classification Day: City: Emeryville
Date: Project #: CA17_7944_004

NB SB EB WB
00 1,529 2,248
AM Period NB SB EB WB NB SB EB WB
00:00    3 1 4    28 39 67
00:15    2 2 4    20 28 48
00:30    2 8 10    31 41 72
00:45 2 9 3 14 5 23 18 97 32 140 50 237
01:00    3 2 5    36 39 75
01:15    1 3 4    25 36 61
01:30    0 4 4    20 42 62
01:45 0 4 2 11 2 15 20 101 34 151 54 252
02:00    1 2 3    20 27 47
02:15    2 1 3    22 28 50
02:30    4 1 5    22 24 46
02:45 2 9 2 6 4 15 20 84 26 105 46 189
03:00    0 0 0    29 30 59
03:15    0 2 2    23 26 49
03:30    1 3 4    43 23 66
03:45 0 1 2 7 2 8 39 134 22 101 61 235
04:00    1 0 1    45 26 71
04:15    2 2 4    38 36 74
04:30    2 1 3    41 31 72
04:45 1 6 2 5 3 11 51 175 21 114 72 289
05:00    1 3 4    47 28 75
05:15    2 5 7    39 29 68
05:30    2 11 13    45 36 81
05:45 2 7 8 27 10 34 40 171 46 139 86 310
06:00    5 13 18    33 36 69
06:15    7 29 36    42 28 70
06:30    9 25 34    25 28 53
06:45 8 29 34 101 42 130 25 125 27 119 52 244
07:00    7 52 59    27 21 48
07:15    19 57 76    14 21 35
07:30    16 68 84    21 24 45
07:45 23 65 69 246 92 311 12 74 11 77 23 151
08:00    16 71 87    12 24 36
08:15    21 56 77    13 21 34
08:30    18 54 72    2 18 20
08:45 25 80 64 245 89 325 8 35 13 76 21 111
09:00    14 38 52    19 15 34
09:15    25 60 85    7 16 23
09:30    18 33 51    9 12 21
09:45 16 73 39 170 55 243 10 45 13 56 23 101
10:00    15 48 63    8 8 16
10:15    22 38 60    10 19 29
10:30    11 31 42    4 5 9
10:45 14 62 28 145 42 207 3 25 12 44 15 69
11:00    21 21 42    7 4 11
11:15    21 28 49    6 6 12
11:30    27 37 64    6 5 11
11:45 27 96 39 125 66 221 3 22 9 24 12 46
TOTALS 441 1102 1543 1088 1146 2234
SPLIT % 28.6% 71.4% 40.9% 48.7% 51.3% 59.1%

NB SB EB WB
00 1,529 2,248
AM Peak Hour 11:45 07:15 07:30 16:45 13:00 17:00
AM Pk Volume 106 265 340 182 151 310
Pk Hr Factor 0.855 0.933 0.924 0.892 0.899 0.901
7 ‐ 9 Volume 00 145 491 636 00 346 253 599
7 ‐ 9 Peak Hour 08:00 07:15 07:30 16:45 17:00 17:00
7 ‐ 9 Pk Volume 0 0 80 265 340 0 0 182 139 310
Pk Hr Factor 0.000 0.000 0.800 0.933 0.924 0.000 0.000 0.892 0.755 0.901 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
3,777

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
65th St W/O Shellmound St
21:30
21:45
22:00
Total
3,777
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Wednesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
11/8/2017
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Emeryville
Date: Project #: CA17_7944_004

NB SB EB WB
00 1,683 2,261
AM Period NB SB EB WB NB SB EB WB
00:00    7 4 11    24 35 59
00:15    2 6 8    28 40 68
00:30    1 5 6    25 31 56
00:45 2 12 4 19 6 31 34 111 23 129 57 240
01:00    1 0 1    33 25 58
01:15    4 1 5    28 38 66
01:30    0 2 2    19 33 52
01:45 0 5 3 6 3 11 27 107 26 122 53 229
02:00    2 1 3    22 24 46
02:15    0 2 2    29 31 60
02:30    1 0 1    26 33 59
02:45 1 4 1 4 2 8 23 100 28 116 51 216
03:00    0 2 2    43 24 67
03:15    0 1 1    36 30 66
03:30    1 5 6    40 16 56
03:45 1 2 0 8 1 10 47 166 22 92 69 258
04:00    3 2 5    46 42 88
04:15    1 0 1    49 31 80
04:30    0 1 1    48 36 84
04:45 5 9 3 6 8 15 29 172 31 140 60 312
05:00    0 1 1    57 42 99
05:15    2 10 12    53 31 84
05:30    4 7 11    33 43 76
05:45 0 6 13 31 13 37 37 180 31 147 68 327
06:00    5 13 18    30 48 78
06:15    7 20 27    49 43 92
06:30    8 25 33    26 27 53
06:45 10 30 39 97 49 127 41 146 18 136 59 282
07:00    14 50 64    29 16 45
07:15    14 61 75    34 22 56
07:30    15 54 69    30 24 54
07:45 20 63 67 232 87 295 21 114 20 82 41 196
08:00    15 76 91    19 23 42
08:15    19 53 72    6 16 22
08:30    17 53 70    13 26 39
08:45 29 80 62 244 91 324 10 48 17 82 27 130
09:00    17 58 75    11 20 31
09:15    23 55 78    13 13 26
09:30    20 42 62    9 13 22
09:45 15 75 54 209 69 284 12 45 15 61 27 106
10:00    19 40 59    4 17 21
10:15    19 27 46    2 10 12
10:30    21 23 44    3 10 13
10:45 12 71 29 119 41 190 8 17 7 44 15 61
11:00    26 23 49    6 4 10
11:15    21 21 42    3 9 12
11:30    27 32 59    3 10 13
11:45 31 105 27 103 58 208 3 15 9 32 12 47
TOTALS 462 1078 1540 1221 1183 2404
SPLIT % 30.0% 70.0% 39.0% 50.8% 49.2% 61.0%

NB SB EB WB
00 1,683 2,261
AM Peak Hour 11:30 07:15 08:00 15:45 17:30 16:30
AM Pk Volume 110 258 324 190 165 327
Pk Hr Factor 0.887 0.849 0.890 0.969 0.859 0.826
7 ‐ 9 Volume 00 143 476 619 00 352 287 639
7 ‐ 9 Peak Hour 08:00 07:15 08:00 16:30 16:45 16:30
7 ‐ 9 Pk Volume 0 0 80 258 324 0 0 187 147 327
Pk Hr Factor 0.000 0.000 0.690 0.849 0.890 0.000 0.000 0.820 0.855 0.826 Prepared by NDS/ATD
VOLUME
65th St W/O Shellmound St
Thursday
11/9/2017
DAILY TOTALS Total
3,944
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
3,944
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_004

NB SB EB WB
00 1,541 1,961
AM Period NB SB EB WB NB SB EB WB
00:00    1 7 8    34 29 63
00:15    6 7 13    45 25 70
00:30    2 4 6    37 35 72
00:45 0 9 4 22 4 31 33 149 31 120 64 269
01:00    2 1 3    21 31 52
01:15    1 5 6    42 45 87
01:30    1 3 4    20 28 48
01:45 2 6 1 10 3 16 29 112 31 135 60 247
02:00    0 1 1    28 30 58
02:15    0 2 2    30 25 55
02:30    1 1 2    34 25 59
02:45 0 1 2 6 2 7 29 121 20 100 49 221
03:00    1 2 3    36 18 54
03:15    0 2 2    40 30 70
03:30    0 1 1    41 24 65
03:45 2 3 0 5 2 8 44 161 34 106 78 267
04:00    0 1 1    33 28 61
04:15    0 2 2    39 38 77
04:30    1 0 1    34 24 58
04:45 1 2 1 4 2 6 29 135 17 107 46 242
05:00    0 6 6    38 32 70
05:15    2 2 4    35 31 66
05:30    4 4 8    35 43 78
05:45 3 9 14 26 17 35 21 129 32 138 53 267
06:00    3 7 10    30 30 60
06:15    6 19 25    20 17 37
06:30    5 17 22    0 0 0
06:45 8 22 36 79 44 101 11 61 7 54 18 115
07:00    10 29 39    17 29 46
07:15    12 32 44    25 25 50
07:30    11 45 56    14 20 34
07:45 11 44 50 156 61 200 12 68 19 93 31 161
08:00    14 52 66    18 20 38
08:15    21 40 61    12 23 35
08:30    15 32 47    13 20 33
08:45 16 66 38 162 54 228 8 51 16 79 24 130
09:00    19 37 56    13 25 38
09:15    16 44 60    12 17 29
09:30    16 25 41    12 16 28
09:45 19 70 30 136 49 206 11 48 15 73 26 121
10:00    23 37 60    14 16 30
10:15    18 38 56    10 11 21
10:30    23 37 60    6 17 23
10:45 22 86 23 135 45 221 8 38 9 53 17 91
11:00    17 16 33    12 21 33
11:15    31 26 57    8 13 21
11:30    35 27 62    6 14 20
11:45 34 117 38 107 72 224 7 33 7 55 14 88
TOTALS 435 848 1283 1106 1113 2219
SPLIT % 33.9% 66.1% 36.6% 49.8% 50.2% 63.4%

NB SB EB WB
00 1,541 1,961
AM Peak Hour 11:45 07:30 11:45 15:00 12:30 15:30
AM Pk Volume 150 187 277 161 142 281
Pk Hr Factor 0.833 0.899 0.962 0.915 0.789 0.901
7 ‐ 9 Volume 00 110 318 428 00 264 245 509
7 ‐ 9 Peak Hour 08:00 07:30 07:30 16:15 17:00 17:00
7 ‐ 9 Pk Volume 0 0 66 187 244 0 0 140 138 267
Pk Hr Factor 0.000 0.000 0.786 0.899 0.924 0.000 0.000 0.897 0.802 0.856 Prepared by NDS/ATD
VOLUME
65th St W/O Shellmound St
Friday
11/10/2017
DAILY TOTALS Total
3,502
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
3,502
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_004

NB SB EB WB
00 1,279 1,485
AM Period NB SB EB WB NB SB EB WB
00:00    5 9 14    32 29 61
00:15    7 7 14    24 23 47
00:30    3 5 8    28 30 58
00:45 4 19 4 25 8 44 29 113 28 110 57 223
01:00    1 4 5    25 26 51
01:15    3 4 7    24 24 48
01:30    3 4 7    30 34 64
01:45 0 7 3 15 3 22 22 101 29 113 51 214
02:00    0 6 6    20 29 49
02:15    1 3 4    23 24 47
02:30    1 8 9    29 24 53
02:45 1 3 4 21 5 24 34 106 29 106 63 212
03:00    2 4 6    38 27 65
03:15    1 3 4    28 30 58
03:30    1 2 3    41 28 69
03:45 0 4 1 10 1 14 25 132 32 117 57 249
04:00    0 1 1    32 30 62
04:15    1 2 3    25 23 48
04:30    0 0 0    23 17 40
04:45 0 1 1 4 1 5 24 104 24 94 48 198
05:00    3 5 8    40 20 60
05:15    1 6 7    18 32 50
05:30    0 1 1    20 25 45
05:45 0 4 5 17 5 21 18 96 19 96 37 192
06:00    4 0 4    17 22 39
06:15    1 5 6    17 25 42
06:30    5 6 11    16 18 34
06:45 3 13 6 17 9 30 14 64 23 88 37 152
07:00    4 7 11    16 28 44
07:15    4 7 11    14 34 48
07:30    7 3 10    15 24 39
07:45 13 28 9 26 22 54 11 56 18 104 29 160
08:00    9 10 19    6 16 22
08:15    9 12 21    15 16 31
08:30    10 11 21    13 10 23
08:45 14 42 15 48 29 90 7 41 13 55 20 96
09:00    13 16 29    8 13 21
09:15    13 13 26    11 14 25
09:30    9 20 29    7 14 21
09:45 15 50 25 74 40 124 5 31 16 57 21 88
10:00    17 22 39    7 13 20
10:15    22 19 41    5 16 21
10:30    23 28 51    5 9 14
10:45 35 97 26 95 61 192 7 24 8 46 15 70
11:00    27 21 48    4 7 11
11:15    25 22 47    14 10 24
11:30    32 31 63    3 11 14
11:45 30 114 35 109 65 223 8 29 10 38 18 67
TOTALS 382 461 843 897 1024 1921
SPLIT % 45.3% 54.7% 30.5% 46.7% 53.3% 69.5%

NB SB EB WB
00 1,279 1,485
AM Peak Hour 10:45 11:30 11:15 14:45 15:15 14:45
AM Pk Volume 119 118 236 141 120 255
Pk Hr Factor 0.850 0.843 0.908 0.860 0.938 0.924
7 ‐ 9 Volume 00 70 74 144 00 200 190 390
7 ‐ 9 Peak Hour 08:00 08:00 08:00 16:15 16:45 16:45
7 ‐ 9 Pk Volume 0 0 42 48 90 0 0 112 101 203
Pk Hr Factor 0.000 0.000 0.750 0.800 0.776 0.000 0.000 0.700 0.789 0.846 Prepared by NDS/ATD
VOLUME
65th St W/O Shellmound St
Saturday
11/11/2017
DAILY TOTALS Total
2,764
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
2,764
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_004

NB SB EB WB
00 1,864 1,246
AM Period NB SB EB WB NB SB EB WB
00:00    4 7 11    59 20 79
00:15    5 4 9    49 22 71
00:30    3 2 5    47 25 72
00:45 3 15 9 22 12 37 61 216 31 98 92 314
01:00    2 4 6    68 28 96
01:15    4 5 9    53 27 80
01:30    3 2 5    59 22 81
01:45 2 11 1 12 3 23 56 236 25 102 81 338
02:00    0 3 3    61 28 89
02:15    3 5 8    69 35 104
02:30    2 1 3    52 18 70
02:45 1 6 4 13 5 19 52 234 23 104 75 338
03:00    2 1 3    51 28 79
03:15    1 0 1    53 32 85
03:30    1 3 4    47 33 80
03:45 0 4 1 5 1 9 46 197 23 116 69 313
04:00    0 2 2    28 26 54
04:15    3 2 5    40 24 64
04:30    4 2 6    45 22 67
04:45 3 10 3 9 6 19 27 140 23 95 50 235
05:00    1 1 2    19 36 55
05:15    0 1 1    17 22 39
05:30    0 1 1    20 22 42
05:45 0 1 0 3 0 4 17 73 18 98 35 171
06:00    1 2 3    20 28 48
06:15    1 3 4    23 26 49
06:30    2 3 5    8 17 25
06:45 3 7 3 11 6 18 10 61 15 86 25 147
07:00    4 2 6    18 20 38
07:15    4 3 7    15 25 40
07:30    6 7 13    14 13 27
07:45 6 20 7 19 13 39 8 55 12 70 20 125
08:00    9 8 17    12 15 27
08:15    8 8 16    10 16 26
08:30    10 9 19    9 7 16
08:45 11 38 10 35 21 73 12 43 12 50 24 93
09:00    17 8 25    6 19 25
09:15    16 12 28    5 16 21
09:30    26 9 35    3 9 12
09:45 44 103 12 41 56 144 5 19 7 51 12 70
10:00    37 12 49    7 11 18
10:15    50 22 72    3 9 12
10:30    38 17 55    8 8 16
10:45 41 166 23 74 64 240 1 19 4 32 5 51
11:00    40 17 57    6 3 9
11:15    43 23 66    3 0 3
11:30    44 22 66    5 3 8
11:45 48 175 28 90 76 265 1 15 4 10 5 25
TOTALS 556 334 890 1308 912 2220
SPLIT % 62.5% 37.5% 28.6% 58.9% 41.1% 71.4%

NB SB EB WB
00 1,864 1,246
AM Peak Hour 11:45 11:45 11:45 13:30 14:45 13:30
AM Pk Volume 203 95 298 245 116 355
Pk Hr Factor 0.860 0.848 0.943 0.888 0.879 0.853
7 ‐ 9 Volume 00 58 54 112 00 213 193 406
7 ‐ 9 Peak Hour 08:00 08:00 08:00 16:00 16:15 16:15
7 ‐ 9 Pk Volume 0 0 38 35 73 0 0 140 105 236
Pk Hr Factor 0.000 0.000 0.864 0.875 0.869 0.000 0.000 0.778 0.729 0.881 Prepared by NDS/ATD
VOLUME
65th St W/O Shellmound St
Sunday
11/12/2017
DAILY TOTALS Total
3,110
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
3,110
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_004

NB SB EB WB
00 1,601 2,155
AM Period NB SB EB WB NB SB EB WB
00:00    1 4 5    28 24 52
00:15    2 3 5    26 31 57
00:30    1 2 3    29 44 73
00:45 0 4 1 10 1 14 37 120 38 137 75 257
01:00    2 2 4    26 30 56
01:15    2 1 3    29 32 61
01:30    1 0 1    19 28 47
01:45 1 6 5 8 6 14 25 99 26 116 51 215
02:00    1 3 4    21 19 40
02:15    0 2 2    33 20 53
02:30    1 0 1    34 20 54
02:45 0 2 0 5 0 7 21 109 25 84 46 193
03:00    0 0 0    25 22 47
03:15    0 2 2    38 24 62
03:30    0 0 0    38 23 61
03:45 0 1 3 1 3 31 132 31 100 62 232
04:00    1 2 3    42 33 75
04:15    2 1 3    39 16 55
04:30    1 3 4    40 26 66
04:45 2 6 4 10 6 16 51 172 30 105 81 277
05:00    2 3 5    58 36 94
05:15    2 6 8    41 34 75
05:30    5 13 18    39 42 81
05:45 4 13 8 30 12 43 29 167 32 144 61 311
06:00    4 11 15    49 36 85
06:15    8 27 35    35 36 71
06:30    11 22 33    23 20 43
06:45 13 36 42 102 55 138 21 128 19 111 40 239
07:00    10 75 85    18 29 47
07:15    14 61 75    21 20 41
07:30    16 65 81    11 16 27
07:45 19 59 57 258 76 317 24 74 21 86 45 160
08:00    18 63 81    15 18 33
08:15    24 49 73    8 26 34
08:30    25 66 91    17 20 37
08:45 26 93 71 249 97 342 14 54 16 80 30 134
09:00    25 54 79    19 13 32
09:15    30 51 81    8 15 23
09:30    20 40 60    8 10 18
09:45 17 92 17 162 34 254 12 47 11 49 23 96
10:00    24 39 63    3 8 11
10:15    15 36 51    5 13 18
10:30    17 32 49    2 12 14
10:45 15 71 30 137 45 208 10 20 8 41 18 61
11:00    22 33 55    3 5 8
11:15    13 24 37    4 5 9
11:30    24 27 51    0 8 8
11:45 24 83 20 104 44 187 7 14 6 24 13 38
TOTALS 465 1078 1543 1136 1077 2213
SPLIT % 30.1% 69.9% 41.1% 51.3% 48.7% 58.9%

NB SB EB WB
00 1,601 2,155
AM Peak Hour 11:45 07:00 08:30 16:30 17:30 16:45
AM Pk Volume 107 258 348 190 146 331
Pk Hr Factor 0.922 0.860 0.897 0.819 0.869 0.880
7 ‐ 9 Volume 00 152 507 659 00 339 249 588
7 ‐ 9 Peak Hour 08:00 07:00 08:00 16:30 17:00 16:45
7 ‐ 9 Pk Volume 0 0 93 258 342 0 0 190 144 331
Pk Hr Factor 0.000 0.000 0.894 0.860 0.881 0.000 0.000 0.819 0.857 0.880 Prepared by NDS/ATD
VOLUME
65th St W/O Shellmound St
Monday
11/13/2017
DAILY TOTALS Total
3,756
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
3,756
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_004

NB SB EB WB
00 1,678 2,289
AM Period NB SB EB WB NB SB EB WB
00:00    3 5 8    29 38 67
00:15    2 7 9    30 32 62
00:30    3 2 5    21 19 40
00:45 1 9 4 18 5 27 22 102 28 117 50 219
01:00    0 3 3    28 37 65
01:15    3 5 8    31 45 76
01:30    1 4 5    25 26 51
01:45 3 7 1 13 4 20 21 105 35 143 56 248
02:00    2 4 6    30 29 59
02:15    0 0 0    25 32 57
02:30    1 0 1    22 25 47
02:45 1 4 1 5 2 9 32 109 27 113 59 222
03:00    1 1 2    33 27 60
03:15    0 4 4    35 24 59
03:30    0 1 1    42 19 61
03:45 0 1 0 6 0 7 40 150 34 104 74 254
04:00    1 2 3    32 34 66
04:15    1 1 2    43 27 70
04:30    1 0 1    57 25 82
04:45 2 5 1 4 3 9 25 157 14 100 39 257
05:00    2 5 7    59 43 102
05:15    2 6 8    45 35 80
05:30    2 11 13    44 37 81
05:45 2 8 7 29 9 37 43 191 46 161 89 352
06:00    3 12 15    41 42 83
06:15    6 20 26    34 37 71
06:30    11 30 41    30 25 55
06:45 9 29 41 103 50 132 33 138 23 127 56 265
07:00    11 49 60    39 29 68
07:15    16 59 75    28 20 48
07:30    13 58 71    26 18 44
07:45 26 66 69 235 95 301 27 120 20 87 47 207
08:00    21 76 97    14 29 43
08:15    16 50 66    12 19 31
08:30    25 62 87    16 21 37
08:45 19 81 83 271 102 352 15 57 28 97 43 154
09:00    25 62 87    21 27 48
09:15    20 49 69    8 18 26
09:30    24 44 68    13 19 32
09:45 19 88 33 188 52 276 8 50 15 79 23 129
10:00    25 30 55    14 21 35
10:15    15 23 38    4 9 13
10:30    17 31 48    2 6 8
10:45 22 79 25 109 47 188 8 28 9 45 17 73
11:00    22 32 54    3 9 12
11:15    23 29 52    4 6 10
11:30    19 32 51    3 4 7
11:45 15 79 19 112 34 191 5 15 4 23 9 38
TOTALS 456 1093 1549 1222 1196 2418
SPLIT % 29.4% 70.6% 39.0% 50.5% 49.5% 61.0%

NB SB EB WB
00 1,678 2,289
AM Peak Hour 11:45 08:00 08:00 17:00 17:30 17:00
AM Pk Volume 95 271 352 191 162 352
Pk Hr Factor 0.792 0.816 0.863 0.809 0.880 0.863
7 ‐ 9 Volume 00 147 506 653 00 348 261 609
7 ‐ 9 Peak Hour 07:45 08:00 08:00 17:00 17:00 17:00
7 ‐ 9 Pk Volume 0 0 88 271 352 0 0 191 161 352
Pk Hr Factor 0.000 0.000 0.846 0.816 0.863 0.000 0.000 0.809 0.875 0.863 Prepared by NDS/ATD
VOLUME
65th St W/O Shellmound St
Tuesday
11/14/2017
DAILY TOTALS Total
3,967
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
3,967
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_005

NB SB EB WB
00 2,682 1,290
AM Period NB SB EB WB NB SB EB WB
00:00    6 3 9    30 28 58
00:15    8 6 14    37 12 49
00:30    4 0 4    61 16 77
00:45 3 21 0 9 3 30 18 146 10 66 28 212
01:00    1 1 2    45 21 66
01:15    2 1 3    43 19 62
01:30    0 2 2    50 19 69
01:45 4 7 4 8 8 15 39 177 26 85 65 262
02:00    1 3 4    50 24 74
02:15    3 0 3    52 18 70
02:30    0 1 1    48 16 64
02:45 0 4 0 4 0 8 40 190 14 72 54 262
03:00    0 0 0    52 19 71
03:15    0 1 1    37 14 51
03:30    1 3 4    58 17 75
03:45 2 3 1 5 3 8 60 207 18 68 78 275
04:00    1 0 1    77 25 102
04:15    0 2 2    74 21 95
04:30    2 2 4    74 22 96
04:45 2 5 3 7 5 12 63 288 20 88 83 376
05:00    3 1 4    72 20 92
05:15    4 4 8    31 27 58
05:30    6 2 8    78 34 112
05:45 7 20 7 14 14 34 81 262 21 102 102 364
06:00    7 5 12    69 22 91
06:15    14 7 21    60 21 81
06:30    3 7 10    59 22 81
06:45 12 36 11 30 23 66 52 240 16 81 68 321
07:00    13 20 33    41 27 68
07:15    21 25 46    47 15 62
07:30    25 33 58    54 23 77
07:45 23 82 20 98 43 180 26 168 9 74 35 242
08:00    39 21 60    39 10 49
08:15    30 31 61    32 15 47
08:30    28 27 55    27 15 42
08:45 32 129 28 107 60 236 29 127 18 58 47 185
09:00    25 23 48    30 10 40
09:15    18 19 37    22 12 34
09:30    34 18 52    16 13 29
09:45 35 112 13 73 48 185 12 80 9 44 21 124
10:00    41 20 61    14 5 19
10:15    35 22 57    18 4 22
10:30    27 14 41    7 7 14
10:45 35 138 27 83 62 221 8 47 4 20 12 67
11:00    26 18 44    6 3 9
11:15    32 18 50    12 3 15
11:30    59 22 81    4 1 5
11:45 49 166 22 80 71 246 5 27 7 14 12 41
TOTALS 723 518 1241 1959 772 2731
SPLIT % 58.3% 41.7% 31.2% 71.7% 28.3% 68.8%

NB SB EB WB
00 2,682 1,290
AM Peak Hour 11:45 08:15 11:15 16:00 17:15 17:30
AM Pk Volume 177 109 260 288 104 386
Pk Hr Factor 0.725 0.879 0.802 0.935 0.765 0.862
7 ‐ 9 Volume 00 211 205 416 00 550 190 740
7 ‐ 9 Peak Hour 08:00 08:00 08:00 16:00 17:00 16:00
7 ‐ 9 Pk Volume 0 0 129 107 236 0 0 288 102 376
Pk Hr Factor 0.000 0.000 0.827 0.863 0.967 0.000 0.000 0.935 0.750 0.922 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
11/28/2017
14:45
15:00

DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
65th St E/O Overland St
21:30
21:45
22:00
Total
3,972
19:30
19:45
20:00
20:15

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
3,972

DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
Day: City: Emeryville
Date: Project #: CA17_7944_005

NB SB EB WB
00 2,762 1,220
AM Period NB SB EB WB NB SB EB WB
00:00    5 3 8    54 21 75
00:15    4 1 5    48 24 72
00:30    2 2 4    47 21 68
00:45 5 16 2 8 7 24 41 190 19 85 60 275
01:00    2 1 3    48 27 75
01:15    4 1 5    53 25 78
01:30    1 1 2    53 17 70
01:45 0 7 0 3 0 10 46 200 18 87 64 287
02:00    3 1 4    43 20 63
02:15    2 0 2    42 16 58
02:30    0 1 1    50 15 65
02:45 3 8 0 2 3 10 38 173 23 74 61 247
03:00    0 0 0    47 16 63
03:15    0 0 0    53 16 69
03:30    1 1 2    53 19 72
03:45 1 2 2 3 3 5 46 199 16 67 62 266
04:00    1 0 1    75 19 94
04:15    3 0 3    50 23 73
04:30    1 1 2    78 25 103
04:45 2 7 2 3 4 10 53 256 24 91 77 347
05:00    3 0 3    75 30 105
05:15    1 4 5    85 19 104
05:30    8 1 9    72 20 92
05:45 5 17 3 8 8 25 85 317 28 97 113 414
06:00    10 8 18    71 29 100
06:15    6 11 17    66 33 99
06:30    11 9 20    75 17 92
06:45 10 37 14 42 24 79 56 268 11 90 67 358
07:00    19 14 33    45 25 70
07:15    14 24 38    47 17 64
07:30    20 20 40    38 22 60
07:45 22 75 20 78 42 153 42 172 12 76 54 248
08:00    21 16 37    28 11 39
08:15    38 18 56    15 9 24
08:30    39 27 66    22 10 32
08:45 31 129 20 81 51 210 24 89 15 45 39 134
09:00    24 22 46    31 13 44
09:15    28 18 46    30 13 43
09:30    32 14 46    31 7 38
09:45 29 113 18 72 47 185 24 116 3 36 27 152
10:00    23 16 39    10 1 11
10:15    28 19 47    21 7 28
10:30    32 15 47    8 8 16
10:45 35 118 15 65 50 183 9 48 11 27 20 75
11:00    39 18 57    5 1 6
11:15    38 12 50    11 5 16
11:30    50 16 66    6 3 9
11:45 52 179 23 69 75 248 4 26 2 11 6 37
TOTALS 708 434 1142 2054 786 2840
SPLIT % 62.0% 38.0% 28.7% 72.3% 27.7% 71.3%

NB SB EB WB
00 2,762 1,220
AM Peak Hour 11:30 11:45 11:45 17:00 17:30 17:00
AM Pk Volume 204 89 290 317 110 414
Pk Hr Factor 0.944 0.927 0.967 0.932 0.833 0.916
7 ‐ 9 Volume 00 204 159 363 00 573 188 761
7 ‐ 9 Peak Hour 08:00 07:45 08:00 17:00 16:15 17:00
7 ‐ 9 Pk Volume 0 0 129 81 210 0 0 317 102 414
Pk Hr Factor 0.000 0.000 0.827 0.750 0.795 0.000 0.000 0.932 0.850 0.916 Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
DAILY TOTALS Total
3,982
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
18:30
18:45
19:00
19:15
19:30
19:45
17:00
17:15
17:30
17:45
18:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
Prepared by NDS/ATD
VOLUME
65th St E/O Overland St
Wednesday
11/29/2017
DAILY TOTALS Total
3,982
Day: City: Emeryville
Date: Project #: CA17_7944_005

NB SB EB WB
00 2,840 1,352
AM Period NB SB EB WB NB SB EB WB
00:00    3 1 4    42 24 66
00:15    8 3 11    45 15 60
00:30    2 1 3    42 28 70
00:45 1 14 1 6 2 20 47 176 19 86 66 262
01:00    4 3 7    49 15 64
01:15    1 0 1    43 22 65
01:30    1 0 1    48 18 66
01:45 1 7 2 5 3 12 44 184 19 74 63 258
02:00    3 1 4    50 24 74
02:15    0 1 1    37 10 47
02:30    1 0 1    43 16 59
02:45 2 6 1 3 3 9 52 182 19 69 71 251
03:00    0 1 1    56 12 68
03:15    2 1 3    41 13 54
03:30    3 0 3    56 25 81
03:45 1 6 2 4 3 10 66 219 19 69 85 288
04:00    0 0 0    74 18 92
04:15    2 1 3    68 24 92
04:30    1 1 2    64 23 87
04:45 4 7 3 5 7 12 54 260 19 84 73 344
05:00    3 8 11    76 33 109
05:15    6 3 9    77 33 110
05:30    7 3 10    73 37 110
05:45 8 24 4 18 12 42 72 298 36 139 108 437
06:00    12 10 22    83 25 108
06:15    7 9 16    63 23 86
06:30    10 9 19    66 23 89
06:45 8 37 12 40 20 77 58 270 22 93 80 363
07:00    14 23 37    48 23 71
07:15    25 15 40    32 21 53
07:30    24 22 46    45 19 64
07:45 30 93 16 76 46 169 36 161 14 77 50 238
08:00    28 17 45    35 16 51
08:15    32 22 54    23 17 40
08:30    40 30 70    28 13 41
08:45 42 142 30 99 72 241 21 107 13 59 34 166
09:00    23 19 42    22 15 37
09:15    34 26 60    31 8 39
09:30    36 24 60    26 13 39
09:45 29 122 23 92 52 214 19 98 12 48 31 146
10:00    35 22 57    15 11 26
10:15    37 16 53    17 9 26
10:30    46 21 67    14 7 21
10:45 42 160 14 73 56 233 13 59 9 36 22 95
11:00    41 21 62    10 3 13
11:15    48 17 65    8 3 11
11:30    46 22 68    6 2 8
11:45 41 176 26 86 67 262 8 32 3 11 11 43
TOTALS 794 507 1301 2046 845 2891
SPLIT % 61.0% 39.0% 31.0% 70.8% 29.2% 69.0%

NB SB EB WB
00 2,840 1,352
AM Peak Hour 10:30 08:30 11:15 17:15 17:00 17:00
AM Pk Volume 177 105 266 305 139 437
Pk Hr Factor 0.922 0.875 0.978 0.919 0.939 0.993
7 ‐ 9 Volume 00 235 175 410 00 558 223 781
7 ‐ 9 Peak Hour 08:00 08:00 08:00 17:00 17:00 17:00
7 ‐ 9 Pk Volume 0 0 142 99 241 0 0 298 139 437
Pk Hr Factor 0.000 0.000 0.845 0.825 0.837 0.000 0.000 0.968 0.939 0.993 Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
DAILY TOTALS Total
4,192
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
18:30
18:45
19:00
19:15
19:30
19:45
17:00
17:15
17:30
17:45
18:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
Prepared by NDS/ATD
VOLUME
65th St E/O Overland St
Thursday
11/30/2017
DAILY TOTALS Total
4,192
Day: City: Emeryville
Date: Project #: CA17_7944_005

NB SB EB WB
00 3,005 1,376
AM Period NB SB EB WB NB SB EB WB
00:00    2 3 5    40 19 59
00:15    7 4 11    45 31 76
00:30    6 0 6    38 20 58
00:45 1 16 0 7 1 23 51 174 26 96 77 270
01:00    3 2 5    55 19 74
01:15    3 1 4    50 18 68
01:30    2 1 3    47 20 67
01:45 6 14 2 6 8 20 58 210 11 68 69 278
02:00    2 3 5    50 22 72
02:15    0 1 1    66 23 89
02:30    1 0 1    52 19 71
02:45 1 4 1 5 2 9 54 222 27 91 81 313
03:00    1 0 1    71 22 93
03:15    3 0 3    42 18 60
03:30    3 0 3    38 23 61
03:45 2 9 2 2 4 11 68 219 23 86 91 305
04:00    1 1 2    74 17 91
04:15    0 0 0    71 23 94
04:30    1 2 3    77 26 103
04:45 0 2 1 4 1 6 79 301 24 90 103 391
05:00    2 1 3    63 27 90
05:15    2 3 5    88 18 106
05:30    3 3 6    74 36 110
05:45 10 17 5 12 15 29 82 307 23 104 105 411
06:00    10 11 21    59 31 90
06:15    9 8 17    64 25 89
06:30    9 12 21    59 25 84
06:45 17 45 15 46 32 91 52 234 19 100 71 334
07:00    22 17 39    50 21 71
07:15    18 20 38    47 20 67
07:30    20 20 40    57 18 75
07:45 27 87 28 85 55 172 39 193 11 70 50 263
08:00    29 20 49    38 15 53
08:15    35 28 63    38 18 56
08:30    36 33 69    28 8 36
08:45 33 133 17 98 50 231 26 130 9 50 35 180
09:00    37 27 64    33 15 48
09:15    29 17 46    45 11 56
09:30    35 21 56    31 8 39
09:45 27 128 22 87 49 215 27 136 16 50 43 186
10:00    26 18 44    16 11 27
10:15    23 24 47    12 6 18
10:30    38 15 53    13 6 19
10:45 44 131 16 73 60 204 14 55 13 36 27 91
11:00    30 21 51    17 6 23
11:15    49 19 68    16 9 25
11:30    46 26 72    11 6 17
11:45 49 174 19 85 68 259 20 64 4 25 24 89
TOTALS 760 510 1270 2245 866 3111
SPLIT % 59.8% 40.2% 29.0% 72.2% 27.8% 71.0%

NB SB EB WB
00 3,005 1,376
AM Peak Hour 11:15 07:45 11:30 16:30 17:30 17:00
AM Pk Volume 184 109 275 307 115 411
Pk Hr Factor 0.939 0.826 0.905 0.872 0.799 0.934
7 ‐ 9 Volume 00 220 183 403 00 608 194 802
7 ‐ 9 Peak Hour 08:00 07:45 07:45 16:30 16:45 17:00
7 ‐ 9 Pk Volume 0 0 133 109 236 0 0 307 105 411
Pk Hr Factor 0.000 0.000 0.924 0.826 0.855 0.000 0.000 0.872 0.729 0.934 Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
DAILY TOTALS Total
4,381
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
18:30
18:45
19:00
19:15
19:30
19:45
17:00
17:15
17:30
17:45
18:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
Prepared by NDS/ATD
VOLUME
65th St E/O Overland St
Friday
12/1/2017
DAILY TOTALS Total
4,381
Day: City: Emeryville
Date: Project #: CA17_7944_005

NB SB EB WB
00 3,501 1,521
AM Period NB SB EB WB NB SB EB WB
00:00    10 4 14    63 27 90
00:15    11 6 17    57 34 91
00:30    13 3 16    69 30 99
00:45 8 42 2 15 10 57 62 251 33 124 95 375
01:00    8 5 13    85 32 117
01:15    4 2 6    59 31 90
01:30    4 2 6    58 28 86
01:45 3 19 2 11 5 30 67 269 29 120 96 389
02:00    9 3 12    69 17 86
02:15    6 3 9    55 29 84
02:30    2 2 4    84 36 120
02:45 2 19 2 10 4 29 91 299 26 108 117 407
03:00    5 0 5    98 23 121
03:15    0 0 0    103 34 137
03:30    5 0 5    73 27 100
03:45 1 11 3 3 4 14 104 378 35 119 139 497
04:00    2 3 5    81 37 118
04:15    2 0 2    90 37 127
04:30    2 0 2    90 28 118
04:45 2 8 1 4 3 12 80 341 24 126 104 467
05:00    1 1 2    111 42 153
05:15    1 1 2    119 33 152
05:30    0 3 3    112 38 150
05:45 3 5 2 7 5 12 106 448 38 151 144 599
06:00    6 0 6    70 43 113
06:15    4 2 6    91 35 126
06:30    7 5 12    53 31 84
06:45 6 23 6 13 12 36 63 277 34 143 97 420
07:00    3 1 4    57 27 84
07:15    8 4 12    49 23 72
07:30    17 4 21    33 20 53
07:45 14 42 13 22 27 64 21 160 15 85 36 245
08:00    8 6 14    34 19 53
08:15    9 9 18    34 11 45
08:30    11 12 23    30 17 47
08:45 22 50 8 35 30 85 34 132 16 63 50 195
09:00    24 9 33    23 10 33
09:15    19 13 32    34 18 52
09:30    34 19 53    22 5 27
09:45 27 104 19 60 46 164 23 102 13 46 36 148
10:00    32 14 46    14 10 24
10:15    47 25 72    19 18 37
10:30    37 31 68    27 5 32
10:45 59 175 18 88 77 263 19 79 7 40 26 119
11:00    45 20 65    14 9 23
11:15    54 32 86    12 7 19
11:30    56 24 80    12 2 14
11:45 60 215 26 102 86 317 14 52 8 26 22 78
TOTALS 713 370 1083 2788 1151 3939
SPLIT % 65.8% 34.2% 21.6% 70.8% 29.2% 78.4%

NB SB EB WB
00 3,501 1,521
AM Peak Hour 11:45 11:45 11:45 17:00 17:30 17:00
AM Pk Volume 249 117 366 448 154 599
Pk Hr Factor 0.902 0.860 0.924 0.941 0.895 0.979
7 ‐ 9 Volume 00 92 57 149 00 789 277 1066
7 ‐ 9 Peak Hour 08:00 07:45 08:00 17:00 17:00 17:00
7 ‐ 9 Pk Volume 0 0 50 40 85 0 0 448 151 599
Pk Hr Factor 0.000 0.000 0.568 0.769 0.708 0.000 0.000 0.941 0.899 0.979 Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
DAILY TOTALS Total
5,022
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
18:30
18:45
19:00
19:15
19:30
19:45
17:00
17:15
17:30
17:45
18:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
Prepared by NDS/ATD
VOLUME
65th St E/O Overland St
Saturday
12/2/2017
DAILY TOTALS Total
5,022
Day: City: Emeryville
Date: Project #: CA17_7944_005

NB SB EB WB
00 2,394 1,103
AM Period NB SB EB WB NB SB EB WB
00:00    6 9 15    45 23 68
00:15    6 5 11    54 23 77
00:30    12 4 16    39 23 62
00:45 11 35 4 22 15 57 48 186 25 94 73 280
01:00    4 3 7    52 23 75
01:15    2 1 3    48 28 76
01:30    10 1 11    55 28 83
01:45 4 20 2 7 6 27 57 212 22 101 79 313
02:00    4 3 7    38 31 69
02:15    4 2 6    62 22 84
02:30    3 1 4    64 21 85
02:45 5 16 0 6 5 22 62 226 23 97 85 323
03:00    3 0 3    38 21 59
03:15    1 3 4    61 17 78
03:30    2 0 2    52 21 73
03:45 6 12 1 4 7 16 48 199 24 83 72 282
04:00    2 0 2    54 26 80
04:15    2 1 3    55 23 78
04:30    1 0 1    68 23 91
04:45 2 7 1 2 3 9 70 247 22 94 92 341
05:00    2 2 4    56 19 75
05:15    0 0 0    61 23 84
05:30    0 0 0    49 26 75
05:45 2 4 1 3 3 7 60 226 12 80 72 306
06:00    2 0 2    60 19 79
06:15    1 4 5    56 16 72
06:30    3 1 4    44 19 63
06:45 4 10 6 11 10 21 43 203 17 71 60 274
07:00    3 0 3    33 14 47
07:15    4 2 6    35 16 51
07:30    3 4 7    29 15 44
07:45 7 17 5 11 12 28 29 126 16 61 45 187
08:00    6 10 16    43 16 59
08:15    16 8 24    22 14 36
08:30    15 7 22    22 14 36
08:45 13 50 5 30 18 80 15 102 10 54 25 156
09:00    13 15 28    13 11 24
09:15    16 12 28    24 16 40
09:30    21 11 32    19 7 26
09:45 29 79 15 53 44 132 10 66 8 42 18 108
10:00    29 11 40    16 3 19
10:15    30 20 50    12 5 17
10:30    26 19 45    11 10 21
10:45 33 118 13 63 46 181 7 46 7 25 14 71
11:00    32 16 48    8 3 11
11:15    31 22 53    10 6 16
11:30    30 17 47    8 4 12
11:45 64 157 19 74 83 231 4 30 2 15 6 45
TOTALS 525 286 811 1869 817 2686
SPLIT % 64.7% 35.3% 23.2% 69.6% 30.4% 76.8%

NB SB EB WB
00 2,394 1,103
AM Peak Hour 11:45 11:45 11:45 16:30 13:15 16:30
AM Pk Volume 202 88 290 255 109 342
Pk Hr Factor 0.789 0.957 0.873 0.911 0.879 0.929
7 ‐ 9 Volume 00 67 41 108 00 473 174 647
7 ‐ 9 Peak Hour 08:00 07:45 08:00 16:30 16:00 16:30
7 ‐ 9 Pk Volume 0 0 50 30 80 0 0 255 94 342
Pk Hr Factor 0.000 0.000 0.781 0.750 0.833 0.000 0.000 0.911 0.904 0.929 Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
DAILY TOTALS Total
3,497
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
18:30
18:45
19:00
19:15
19:30
19:45
17:00
17:15
17:30
17:45
18:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
Prepared by NDS/ATD
VOLUME
65th St E/O Overland St
Sunday
12/3/2017
DAILY TOTALS Total
3,497
Day: City: Emeryville
Date: Project #: CA17_7944_005

NB SB EB WB
00 2,505 1,289
AM Period NB SB EB WB NB SB EB WB
00:00    7 0 7    25 18 43
00:15    3 2 5    35 9 44
00:30    5 1 6    45 19 64
00:45 2 17 0 3 2 20 43 148 28 74 71 222
01:00    4 3 7    54 22 76
01:15    4 1 5    51 26 77
01:30    4 0 4    44 18 62
01:45 2 14 0 4 2 18 38 187 20 86 58 273
02:00    2 2 4    52 24 76
02:15    3 1 4    48 21 69
02:30    2 1 3    57 10 67
02:45 2 9 0 4 2 13 37 194 20 75 57 269
03:00    1 0 1    13 15 28
03:15    2 0 2    52 10 62
03:30    0 1 1    38 14 52
03:45 2 5 1 2 3 7 39 142 21 60 60 202
04:00    1 0 1    35 23 58
04:15    1 0 1    47 24 71
04:30    1 3 4    63 32 95
04:45 4 7 3 6 7 13 53 198 26 105 79 303
05:00    1 0 1    78 21 99
05:15    5 1 6    58 23 81
05:30    7 2 9    71 25 96
05:45 7 20 2 5 9 25 77 284 26 95 103 379
06:00    8 7 15    51 23 74
06:15    6 10 16    62 24 86
06:30    10 13 23    50 23 73
06:45 12 36 14 44 26 80 61 224 17 87 78 311
07:00    10 18 28    31 15 46
07:15    32 24 56    37 19 56
07:30    17 23 40    45 18 63
07:45 25 84 23 88 48 172 29 142 13 65 42 207
08:00    36 21 57    28 18 46
08:15    32 25 57    19 12 31
08:30    32 29 61    12 9 21
08:45 35 135 24 99 59 234 34 93 18 57 52 150
09:00    30 35 65    27 13 40
09:15    29 18 47    15 9 24
09:30    33 20 53    12 11 23
09:45 37 129 21 94 58 223 15 69 4 37 19 106
10:00    20 12 32    16 15 31
10:15    33 13 46    9 6 15
10:30    41 23 64    5 4 9
10:45 38 132 25 73 63 205 7 37 2 27 9 64
11:00    47 19 66    10 8 18
11:15    44 16 60    10 2 12
11:30    37 25 62    10 4 14
11:45 34 162 21 81 55 243 7 37 4 18 11 55
TOTALS 750 503 1253 1755 786 2541
SPLIT % 59.9% 40.1% 33.0% 69.1% 30.9% 67.0%

NB SB EB WB
00 2,505 1,289
AM Peak Hour 10:30 08:15 10:30 17:00 16:00 17:00
AM Pk Volume 170 113 253 284 105 379
Pk Hr Factor 0.904 0.807 0.958 0.910 0.820 0.920
7 ‐ 9 Volume 00 219 187 406 00 482 200 682
7 ‐ 9 Peak Hour 08:00 08:00 08:00 17:00 16:00 17:00
7 ‐ 9 Pk Volume 0 0 135 99 234 0 0 284 105 379
Pk Hr Factor 0.000 0.000 0.938 0.853 0.959 0.000 0.000 0.910 0.820 0.920 Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 0 1 1 0 1 1 2 2 4 - - - - - - - - - - - - 1 1 2 1:00 AM 2 2 4 0 1 1 1 2 3 - - - - - - - - - - - - 1 2 3 2:00 AM 0 2 2 0 1 1 0 0 0 - - - - - - - - - - - - 0 1 1 3:00 AM 0 0 0 0 0 0 0 3 3 - - - - - - - - - - - - 0 1 1 4:00 AM 1 3 4 0 5 5 0 2 2 - - - - - - - - - - - - 0 3 4 5:00 AM 2 2 4 4 7 11 0 3 3 - - - - - - - - - - - - 2 4 6 6:00 AM 6 3 9 8 5 13 5 5 10 - - - - - - - - - - - - 6 4 11 7:00 AM 6 5 11 1 6 7 4 3 7 - - - - - - - - - - - - 4 5 8 8:00 AM 5 6 11 8 9 17 5 6 11 - - - - - - - - - - - - 6 7 13 9:00 AM 8 5 13 6 8 14 9 5 14 - - - - - - - - - - - - 8 6 14 10:00 AM 10 5 15 9 11 20 4 9 13 - - - - - - - - - - - - 8 8 16 11:00 AM 6 13 19 5 9 14 9 11 20 - - - - - - - - - - - - 7 11 18 12:00 PM 4 15 19 13 7 20 4 10 14 - - - - - - - - - - - - 7 11 18 1:00 PM 5 9 14 5 11 16 7 9 16 - - - - - - - - - - - - 6 10 15 2:00 PM 9 8 17 4 10 14 3 6 9 - - - - - - - - - - - - 5 8 13 3:00 PM 5 7 12 8 4 12 11 5 16 - - - - - - - - - - - - 8 5 13 4:00 PM 13 9 22 5 5 10 8 5 13 - - - - - - - - - - - - 9 6 15 5:00 PM 9 10 19 6 8 14 7 11 18 - - - - - - - - - - - - 7 10 17 6:00 PM 15 10 25 9 4 13 9 8 17 - - - - - - - - - - - - 11 7 18 7:00 PM 6 8 14 7 6 13 2 5 7 - - - - - - - - - - - - 5 6 11 8:00 PM 5 6 11 2 8 10 1 4 5 - - - - - - - - - - - - 3 6 9 9:00 PM 2 5 7 2 0 2 1 4 5 - - - - - - - - - - - - 2 3 5 10:00 PM 1 2 3 0 3 3 2 5 7 - - - - - - - - - - - - 1 3 4 11:00 PM 3 3 6 2 2 4 1 2 3 - - - - - - - - - - - - 2 2 4 Total 123 139 262 104 131 235 95 125 220 - - - - - - - - - - - - 107 132 239 Percent 47% 53% 44% 56% 43% 57% - - - - - - - - 45% 55% AM Peak 10:00 11:00 11:00 10:00 10:00 10:00 09:00 11:00 11:00 - - - - - - - - - - - - 09:00 11:00 11:00 Vol. 10 13 19 9 11 20 9 11 20 - - - - - - - - - - - - 8 11 18 PM Peak 18:00 12:00 18:00 12:00 13:00 12:00 15:00 17:00 17:00 - - - - - - - - - - - - 18:00 12:00 18:00 Vol. 15 15 25 13 11 20 11 11 18 - - - - - - - - - - - - 11 11 18

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 5 12 17 5 4 9 7 9 16 - - - - - - - - - - - - 6 8 14 1:00 AM 0 1 1 0 5 5 4 6 10 - - - - - - - - - - - - 1 4 5 2:00 AM 2 1 3 0 4 4 3 1 4 - - - - - - - - - - - - 2 2 4 3:00 AM 0 2 2 3 6 9 3 6 9 - - - - - - - - - - - - 2 5 7 4:00 AM 4 6 10 1 3 4 4 4 8 - - - - - - - - - - - - 3 4 7 5:00 AM 9 47 56 11 42 53 11 32 43 - - - - - - - - - - - - 10 40 51 6:00 AM 31 77 108 34 63 97 28 55 83 - - - - - - - - - - - - 31 65 96 7:00 AM 52 99 151 54 96 150 52 78 130 - - - - - - - - - - - - 53 91 144 8:00 AM 84 142 226 84 120 204 76 101 177 - - - - - - - - - - - - 81 121 202 9:00 AM 90 98 188 85 117 202 91 112 203 - - - - - - - - - - - - 89 109 198 10:00 AM 86 115 201 71 90 161 84 112 196 - - - - - - - - - - - - 80 106 186 11:00 AM 71 128 199 100 96 196 89 108 197 - - - - - - - - - - - - 87 111 197 12:00 PM 102 130 232 98 140 238 109 130 239 - - - - - - - - - - - - 103 133 236 1:00 PM 90 145 235 101 145 246 83 123 206 - - - - - - - - - - - - 91 138 229 2:00 PM 104 135 239 85 146 231 115 150 265 - - - - - - - - - - - - 101 144 245 3:00 PM 123 167 290 113 139 252 108 169 277 - - - - - - - - - - - - 115 158 273 4:00 PM 117 158 275 93 161 254 115 196 311 - - - - - - - - - - - - 108 172 280 5:00 PM 120 242 362 92 179 271 91 242 333 - - - - - - - - - - - - 101 221 322 6:00 PM 86 173 259 57 164 221 75 144 219 - - - - - - - - - - - - 73 160 233 7:00 PM 47 100 147 55 103 158 60 105 165 - - - - - - - - - - - - 54 103 157 8:00 PM 44 61 105 38 69 107 42 78 120 - - - - - - - - - - - - 41 69 111 9:00 PM 18 42 60 26 33 59 25 42 67 - - - - - - - - - - - - 23 39 62 10:00 PM 19 35 54 13 27 40 18 21 39 - - - - - - - - - - - - 17 28 44 11:00 PM 9 8 17 9 16 25 10 12 22 - - - - - - - - - - - - 9 12 21 Total 1,313 2,124 3,437 1,228 1,968 3,196 1,303 2,036 3,339 - - - - - - - - - - - - 1,281 2,043 3,324 Percent 38% 62% 38% 62% 39% 61% - - - - - - - - 39% 61% AM Peak 09:00 08:00 08:00 11:00 08:00 08:00 09:00 09:00 09:00 - - - - - - - - - - - - 09:00 08:00 08:00 Vol. 90 142 226 100 120 204 91 112 203 - - - - - - - - - - - - 89 121 202 PM Peak 15:00 17:00 17:00 15:00 17:00 17:00 14:00 17:00 17:00 - - - - - - - - - - - - 15:00 17:00 17:00 Vol. 123 242 362 113 179 271 115 242 333 - - - - - - - - - - - - 115 221 322

NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 8 7 15 13 10 23 11 11 22 - - - - - - - - - - - - 11 9 20 1:00 AM 5 4 9 13 6 19 7 4 11 - - - - - - - - - - - - 8 5 13 2:00 AM 6 1 7 3 5 8 4 2 6 - - - - - - - - - - - - 4 3 7 3:00 AM 2 3 5 6 2 8 6 5 11 - - - - - - - - - - - - 5 3 8 4:00 AM 5 6 11 3 6 9 4 5 9 - - - - - - - - - - - - 4 6 10 5:00 AM 12 10 22 11 11 22 7 12 19 - - - - - - - - - - - - 10 11 21 6:00 AM 25 20 45 23 28 51 35 21 56 - - - - - - - - - - - - 28 23 51 7:00 AM 59 54 113 43 52 95 76 57 133 - - - - - - - - - - - - 59 54 114 8:00 AM 58 106 164 56 119 175 56 116 172 - - - - - - - - - - - - 57 114 170 9:00 AM 59 110 169 59 87 146 63 118 181 - - - - - - - - - - - - 60 105 165 10:00 AM 57 89 146 52 87 139 55 85 140 - - - - - - - - - - - - 55 87 142 11:00 AM 84 128 212 81 121 202 66 97 163 - - - - - - - - - - - - 77 115 192 12:00 PM 80 162 242 72 135 207 93 92 185 - - - - - - - - - - - - 82 130 211 1:00 PM 95 149 244 90 174 264 127 146 273 - - - - - - - - - - - - 104 156 260 2:00 PM 195 230 425 169 208 377 158 281 439 - - - - - - - - - - - - 174 240 414 3:00 PM 396 301 697 337 291 628 368 332 700 - - - - - - - - - - - - 367 308 675 4:00 PM 506 275 781 443 250 693 495 299 794 - - - - - - - - - - - - 481 275 756 5:00 PM 456 401 857 501 263 764 483 264 747 - - - - - - - - - - - - 480 309 789 6:00 PM 273 153 426 217 127 344 443 133 576 - - - - - - - - - - - - 311 138 449 7:00 PM 74 65 139 84 78 162 95 72 167 - - - - - - - - - - - - 84 72 156 8:00 PM 62 67 129 73 64 137 59 62 121 - - - - - - - - - - - - 65 64 129 9:00 PM 47 42 89 53 34 87 53 39 92 - - - - - - - - - - - - 51 38 89 10:00 PM 38 26 64 41 23 64 31 30 61 - - - - - - - - - - - - 37 26 63 11:00 PM 15 7 22 17 9 26 23 8 31 - - - - - - - - - - - - 18 8 26 Total 2,617 2,416 5,033 2,460 2,190 4,650 2,818 2,291 5,109 - - - - - - - - - - - - 2,632 2,299 4,931 Percent 52% 48% 53% 47% 55% 45% - - - - - - - - 53% 47% AM Peak 11:00 11:00 11:00 11:00 11:00 11:00 07:00 09:00 09:00 - - - - - - - - - - - - 11:00 11:00 11:00 Vol. 84 128 212 81 121 202 76 118 181 - - - - - - - - - - - - 77 115 192 PM Peak 16:00 17:00 17:00 17:00 15:00 17:00 16:00 15:00 16:00 - - - - - - - - - - - - 16:00 17:00 17:00 Vol. 506 401 857 501 291 764 495 332 794 - - - - - - - - - - - - 481 309 789

1. Mid-week average includes data between Tuesday and Thursday. 12/23/2022 12/24/2022 12/25/2022 12/26/2022
Tuesday Wednesday Thursday
12/20/2022 12/21/2022 12/22/2022 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected]
Location: Hollis St, Between 45th St & 53rd St
Date Range: 12/9/2022 - 12/15/2022
Site Code: 01
Time NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 24 19 43 29 28 57 21 13 34 - - - - - - - - - - - - ##### ##### ##### 1:00 AM 16 11 27 20 15 35 22 8 30 - - - - - - - - - - - - ##### ##### ##### 2:00 AM 12 6 18 9 6 15 10 9 19 - - - - - - - - - - - - ##### ##### ##### 3:00 AM 2 8 10 8 11 19 12 5 17 - - - - - - - - - - - - ##### ##### ##### 4:00 AM 8 27 35 10 16 26 4 14 18 - - - - - - - - - - - - ##### ##### ##### 5:00 AM 38 47 85 12 27 39 11 22 33 - - - - - - - - - - - - ##### ##### ##### 6:00 AM 80 94 174 27 27 54 15 23 38 - - - - - - - - - - - - ##### ##### ##### 7:00 AM 156 157 313 28 48 76 21 34 55 - - - - - - - - - - - - ##### ##### ##### 8:00 AM 328 253 581 81 76 157 65 68 133 - - - - - - - - - - - - ##### ##### ##### 9:00 AM 233 249 482 96 115 211 88 91 179 - - - - - - - - - - - - ##### ##### ##### 10:00 AM 245 221 466 170 151 321 120 116 236 - - - - - - - - - - - - ##### ##### ##### 11:00 AM 256 278 534 180 167 347 192 215 407 - - - - - - - - - - - - ##### ##### ##### 12:00 PM 316 278 594 190 188 378 225 231 456 - - - - - - - - - - - - ##### ##### ##### 1:00 PM 379 286 665 196 233 429 217 227 444 - - - - - - - - - - - - ##### ##### ##### 2:00 PM 442 302 744 234 217 451 234 238 472 - - - - - - - - - - - - ##### ##### ##### 3:00 PM 415 333 748 221 231 452 224 203 427 - - - - - - - - - - - - ##### ##### ##### 4:00 PM 472 349 821 201 195 396 177 184 361 - - - - - - - - - - - - ##### ##### ##### 5:00 PM 523 352 875 230 205 435 164 152 316 - - - - - - - - - - - - ##### ##### ##### 6:00 PM 299 228 527 181 147 328 126 100 226 - - - - - - - - - - - - ##### ##### ##### 7:00 PM 150 143 293 86 90 176 60 66 126 - - - - - - - - - - - - ##### ##### ##### 8:00 PM 98 100 198 85 44 129 51 52 103 - - - - - - - - - - - - ##### ##### ##### 9:00 PM 69 61 130 58 44 102 30 39 69 - - - - - - - - - - - - ##### ##### ##### 10:00 PM 55 46 101 53 71 124 29 23 52 - - - - - - - - - - - - ##### ##### ##### 11:00 PM 35 29 64 43 32 75 24 25 49 - - - - - - - - - - - - ##### ##### ##### Total 4,651 3,877 8,528 2,448 2,384 4,832 2,142 2,158 4,300 - - - - - - - - - - - - ##### ##### ##### Percent 55% 45% - 51% 49% - 50% 50% - - - - - - - - - - - - - - - - AM Peak 08:00 11:00 08:00 11:00 11:00 11:00 11:00 11:00 11:00 - - - - - - - - - - - - ##### ##### ##### Vol. 328 278 581 180 167 347 192 215 407 - - - - - - - - - - - - ##### ##### ##### PM Peak 17:00 17:00 17:00 14:00 13:00 15:00 14:00 14:00 14:00 - - - - - - - - - - - - ##### ##### ##### Vol. 523 352 875 234 233 452 234 238 472 - - - - - - - - - - - - ##### ##### #####

EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 4 6 10 7 15 22 13 12 25 - - - - - - - - - - - - 8 11 19 1:00 AM 7 15 22 7 5 12 3 5 8 - - - - - - - - - - - - 6 8 14 2:00 AM 3 3 6 9 9 18 1 0 1 - - - - - - - - - - - - 4 4 8 3:00 AM 3 4 7 2 4 6 3 10 13 - - - - - - - - - - - - 3 6 9 4:00 AM 9 12 21 5 21 26 7 19 26 - - - - - - - - - - - - 7 17 24 5:00 AM 18 21 39 22 26 48 13 16 29 - - - - - - - - - - - - 18 21 39 6:00 AM 30 38 68 38 26 64 37 37 74 - - - - - - - - - - - - 35 34 69 7:00 AM 66 55 121 65 63 128 74 55 129 - - - - - - - - - - - - 68 58 126 8:00 AM 90 63 153 83 55 138 79 48 127 - - - - - - - - - - - - 84 55 139 9:00 AM 98 100 198 80 82 162 95 83 178 - - - - - - - - - - - - 91 88 179 10:00 AM 89 98 187 86 93 179 88 145 233 - - - - - - - - - - - - 88 112 200 11:00 AM 118 110 228 116 110 226 121 139 260 - - - - - - - - - - - - 118 120 238 12:00 PM 126 114 240 127 159 286 118 123 241 - - - - - - - - - - - - 124 132 256 1:00 PM 121 129 250 135 125 260 149 150 299 - - - - - - - - - - - - 135 135 270 2:00 PM 125 126 251 116 133 249 146 98 244 - - - - - - - - - - - - 129 119 248 3:00 PM 126 123 249 132 122 254 111 128 239 - - - - - - - - - - - - 123 124 247 4:00 PM 136 139 275 121 119 240 135 141 276 - - - - - - - - - - - - 131 133 264 5:00 PM 130 142 272 135 152 287 151 160 311 - - - - - - - - - - - - 139 151 290 6:00 PM 124 123 247 132 146 278 113 154 267 - - - - - - - - - - - - 123 141 264 7:00 PM 95 109 204 94 130 224 116 120 236 - - - - - - - - - - - - 102 120 221 8:00 PM 78 91 169 116 123 239 133 114 247 - - - - - - - - - - - - 109 109 218 9:00 PM 54 64 118 96 68 164 114 76 190 - - - - - - - - - - - - 88 69 157 10:00 PM 34 46 80 57 48 105 51 43 94 - - - - - - - - - - - - 47 46 93 11:00 PM 18 24 42 25 29 54 21 23 44 - - - - - - - - - - - - 21 25 47 Total 1,702 1,755 3,457 1,806 1,863 3,669 1,892 1,899 3,791 - - - - - - - - - - - - 1,800 1,839 3,639 Percent 49% 51% 49% 51% 50% 50% - - - - - - - - 49% 51% AM Peak 11:00 11:00 11:00 11:00 11:00 11:00 11:00 10:00 11:00 - - - - - - - - - - - - 11:00 11:00 11:00 Vol. 118 110 228 116 110 226 121 145 260 - - - - - - - - - - - - 118 120 238 PM Peak 16:00 17:00 16:00 13:00 12:00 17:00 17:00 17:00 17:00 - - - - - - - - - - - - 17:00 17:00 17:00 Vol. 136 142 275 135 159 287 151 160 311 - - - - - - - - - - - - 139 151 290

1. Mid-week average includes data between Tuesday and Thursday. 8/1/2023 8/2/2023 8/3/2023 8/4/2023 8/5/2023 8/6/2023 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 8/7/2023
1 Project Manager: (415) 310-6469
[email protected]
HPMS Data Collection Format
County Jurisdiction Street Name
Lat‐
Long/Street_From Lat‐Long/Street_To Length AADT ADT Peak Hour Volume D_FACTOR K_FACTOR Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Through
_Lanes
Future
AADT
Year of
Future
AADT Date Taken Comments
Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12501 10/16/2017 MONDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12321 10/17/2017 TUESDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12751 10/18/2017 WEDNESDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12749 10/19/2017 THURSDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12958 10/20/2017 FRIDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 17217 10/21/2017 SATURDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 15357 10/22/2017 SUNDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 38889 10/16/2017 MONDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 39041 10/17/2017 TUESDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 39407 10/18/2017 WEDNESDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 39362 10/19/2017 THURSDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 42251 10/20/2017 FRIDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 40100 10/21/2017 SATURDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 36083 10/22/2017 SUNDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 15596 10/16/2017 MONDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 15858 10/17/2017 TUESDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 15915 10/18/2017 WEDNESDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 16085 10/19/2017 THURSDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 18275 10/20/2017 FRIDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 21136 10/21/2017 SATURDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 18784 10/22/2017 SUNDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 23593 10/16/2017 MONDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 24864 10/17/2017 TUESDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 25314 10/18/2017 WEDNESDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 25414 10/19/2017 THURSDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 25605 10/20/2017 FRIDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 20841 10/21/2017 SATURDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 17218 10/22/2017 SUNDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 22855 10/16/2017 MONDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 23439 10/17/2017 TUESDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 23949 10/18/2017 WEDNESDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 24229 10/19/2017 THURSDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 24574 10/20/2017 FRIDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 21777 10/21/2017 SATURDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 18752 10/22/2017 SUNDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16027 10/16/2017 MONDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16606 10/17/2017 TUESDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16777 10/18/2017 WEDNESDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16881 10/19/2017 THURSDAY Alameda Emeryville 40th Street Hollis Street Emery Street 18503 10/20/2017 FRIDAY Alameda Emeryville 40th Street Hollis Street Emery Street 19507 10/21/2017 SATURDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16713 10/22/2017 SUNDAY Alameda Emeryville Hollis Street 64th Street 65th Street 9532 10/16/2017 MONDAY Alameda Emeryville Hollis Street 64th Street 65th Street 10303 10/17/2017 TUESDAY Alameda Emeryville Hollis Street 64th Street 65th Street 10139 10/18/2017 WEDNESDAY Alameda Emeryville Hollis Street 64th Street 65th Street 10382 10/19/2017 THURSDAY Alameda Emeryville Hollis Street 64th Street 65th Street 10233 10/20/2017 FRIDAY Alameda Emeryville Hollis Street 64th Street 65th Street 6734 10/21/2017 SATURDAY Alameda Emeryville Hollis Street 64th Street 65th Street 5475 10/22/2017 SUNDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 11528 10/16/2017 MONDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 12294 10/17/2017 TUESDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 12285 10/18/2017 WEDNESDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 12460 10/19/2017 THURSDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 12284 10/20/2017 FRIDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 9343 10/21/2017 SATURDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 7390 10/22/2017 SUNDAY Alameda Emeryville Horton Street 45th Street 53rd Street 2809 Sep‐17 3 day avg Alameda Emeryville 53rd Street Horton Street Hollis Street 662 Sep‐17 3 day avg Alameda Emeryville 53rd Street Hollis Street Boyer Street 2103 Sep‐17 3 day avg Alameda Emeryville 53rd Street Boyer Street San Pablo Avenue 2138 Sep‐17 3 day avg Alameda Emeryville 45th Street Doyle Street San Pablo Avenue 2643 Sep‐17 3 day avg Alameda Emeryville 45th Street Hollis Street Doyle Street 2404 Sep‐17 3 day avg Alameda Emeryville 45th Street Horton Street Hollis Street 1319 Sep‐17 3 day avg ‘From’ and ‘To’ locations should run from W-E and S-N
ADT
For two-way facilities, provide the bi-directional ADT.

For one-way roadways, provide the directional ADT
AADT
AADT is the average daily traffic value that represents all days of the reporting year.

ADT or AADT may be entered. It is not necessary to supply both.

Month and Year of Traffic Count:

MM/YYYY
Enter 'est' in Comments field if the ADT or AADT is estimated and not count based Peak Hour Volume = The 24-hour peak
K-Factor
K30 if it is available. This is not common.

Code the K-Factor to the nearest whole percent . Don’t use decimals Either Peak Hour Volume or K-Factor may be entered.

It is not necessary to supply both of these.

D-Factor
The percent of the peak hour volume flowing in the peak direction.

This is normally 50-75% (100% for one-way facilities).

It cannot be less than 50% since it is defined by the peak direction.

Section Identification ADT or (AADT) by Vehicle Classification Day: City: Emeryville
Date: Project #: CA17_7944_002

NB SB EB WB
3,270 2,294 00
AM Period NB SB EB WB NB SB EB WB
00:00 7 5     12 68 42     110
00:15 3 6     9 56 30     86
00:30 5 1     6 62 39     101
00:45 5 20 5 17 10 37 54 240 31 142 85 382
01:00 4 4     8 73 52     125
01:15 1 1     2 68 39     107
01:30 1 4     5 73 37     110
01:45 1 7 0 9 1 16 65 279 36 164 101 443
02:00 2 2     4 54 30     84
02:15 1 1     2 66 33     99
02:30 2 6     8 74 36     110
02:45 0 5 1 10 1 15 53 247 31 130 84 377
03:00 1 3     4 56 35     91
03:15 2 2     4 71 33     104
03:30 5 2     7 60 21     81
03:45 0 8 1 8 1 16 57 244 22 111 79 355
04:00 2 5     7 75 31     106
04:15 2 6     8 73 44     117
04:30 1 3     4 87 30     117
04:45 1 6 6 20 7 26 72 307 37 142 109 449
05:00 3 5     8 73 31     104
05:15 2 8     10 79 52     131
05:30 4 13     17 82 47     129
05:45 9 18 20 46 29 64 60 294 45 175 105 469
06:00 7 21     28 82 39     121
06:15 10 16     26 91 35     126
06:30 15 18     33 81 43     124
06:45 9 41 23 78 32 119 65 319 44 161 109 480
07:00 22 21     43 57 34     91
07:15 19 18     37 40 39     79
07:30 20 27     47 45 26     71
07:45 33 94 27 93 60 187 50 192 31 130 81 322
08:00 22 34     56 53 34     87
08:15 21 29     50 55 24     79
08:30 25 40     65 49 18     67
08:45 26 94 37 140 63 234 28 185 23 99 51 284
09:00 14 36     50 35 19     54
09:15 22 17     39 37 24     61
09:30 25 37     62 38 17     55
09:45 25 86 32 122 57 208 18 128 12 72 30 200
10:00 30 34     64 13 18     31
10:15 38 44     82 7 20     27
10:30 44 27     71 19 15     34
10:45 41 153 39 144 80 297 11 50 14 67 25 117
11:00 41 40     81 5 9     14
11:15 41 61     102 13 9     22
11:30 66 42     108 12 13     25
11:45 71 219 32 175 103 394 4 34 8 39 12 73
TOTALS 751 862 1613 2519 1432 3951
SPLIT % 46.6% 53.4% 29.0% 63.8% 36.2% 71.0%

NB SB EB WB
3,270 2,294 00
AM Peak Hour 11:30 10:45 11:15 18:00 17:15 17:15
AM Pk Volume 261 182 423 319 183 486
Pk Hr Factor 0.919 0.746 0.961 0.876 0.880 0.927
7 ‐ 9 Volume 188 233 00 421 601 317 00 918
7 ‐ 9 Peak Hour 07:45 08:00 08:00 16:30 17:00 16:45
7 ‐ 9 Pk Volume 101 140 0 0 234 311 175 0 0 473
Pk Hr Factor 0.765 0.875 0.000 0.000 0.900 0.894 0.841 0.000 0.000 0.903 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
5,564

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Shellmound St S/O 65th St
21:30
21:45
22:00
Total
5,564
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Wednesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
11/8/2017
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Emeryville
Date: Project #: CA17_7944_002

NB SB EB WB
3,435 2,336 00
AM Period NB SB EB WB NB SB EB WB
00:00 9 3     12 41 37     78
00:15 6 11     17 69 44     113
00:30 1 3     4 75 44     119
00:45 3 19 5 22 8 41 66 251 46 171 112 422
01:00 2 4     6 71 38     109
01:15 1 1     2 67 38     105
01:30 1 3     4 76 46     122
01:45 2 6 4 12 6 18 71 285 39 161 110 446
02:00 2 5     7 75 29     104
02:15 1 3     4 82 39     121
02:30 2 5     7 66 34     100
02:45 0 5 0 13 0 18 85 308 33 135 118 443
03:00 1 1     2 62 25     87
03:15 2 0     2 58 32     90
03:30 3 1     4 74 37     111
03:45 3 9 5 7 8 16 54 248 32 126 86 374
04:00 0 2     2 67 38     105
04:15 0 4     4 77 32     109
04:30 2 7     9 81 48     129
04:45 0 2 9 22 9 24 69 294 31 149 100 443
05:00 5 6     11 84 45     129
05:15 4 10     14 79 40     119
05:30 8 14     22 82 45     127
05:45 3 20 9 39 12 59 83 328 41 171 124 499
06:00 4 18     22 91 44     135
06:15 7 25     32 78 28     106
06:30 17 19     36 69 38     107
06:45 7 35 30 92 37 127 83 321 43 153 126 474
07:00 18 36     54 61 33     94
07:15 21 13     34 67 38     105
07:30 24 26     50 56 37     93
07:45 25 88 28 103 53 191 54 238 27 135 81 373
08:00 24 24     48 59 38     97
08:15 26 24     50 43 23     66
08:30 29 44     73 42 26     68
08:45 23 102 31 123 54 225 40 184 18 105 58 289
09:00 16 36     52 56 22     78
09:15 25 21     46 46 18     64
09:30 25 21     46 33 23     56
09:45 30 96 41 119 71 215 26 161 23 86 49 247
10:00 31 28     59 15 19     34
10:15 28 35     63 11 13     24
10:30 40 42     82 18 15     33
10:45 34 133 38 143 72 276 12 56 16 63 28 119
11:00 37 42     79 10 10     20
11:15 45 24     69 8 14     22
11:30 61 41     102 4 5     9
11:45 75 218 42 149 117 367 6 28 8 37 14 65
TOTALS 733 844 1577 2702 1492 4194
SPLIT % 46.5% 53.5% 27.3% 64.4% 35.6% 72.7%

NB SB EB WB
3,435 2,336 00
AM Peak Hour 11:45 11:45 11:45 17:15 12:15 17:15
AM Pk Volume 260 167 427 335 172 505
Pk Hr Factor 0.867 0.949 0.897 0.920 0.935 0.935
7 ‐ 9 Volume 190 226 00 416 622 320 00 942
7 ‐ 9 Peak Hour 07:45 08:00 08:00 17:00 17:00 17:00
7 ‐ 9 Pk Volume 104 123 0 0 225 328 171 0 0 499
Pk Hr Factor 0.897 0.699 0.000 0.000 0.771 0.976 0.950 0.000 0.000 0.967 Prepared by NDS/ATD
VOLUME
Shellmound St S/O 65th St
Thursday
11/9/2017
DAILY TOTALS Total
5,771
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
5,771
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_002

NB SB EB WB
4,572 2,760 00
AM Period NB SB EB WB NB SB EB WB
00:00 12 9     21 66 60     126
00:15 5 8     13 77 52     129
00:30 7 8     15 85 71     156
00:45 4 28 10 35 14 63 94 322 52 235 146 557
01:00 3 4     7 90 52     142
01:15 2 3     5 98 60     158
01:30 2 2     4 110 59     169
01:45 1 8 3 12 4 20 98 396 46 217 144 613
02:00 2 2     4 95 60     155
02:15 1 0     1 99 58     157
02:30 2 3     5 113 56     169
02:45 1 6 3 8 4 14 109 416 43 217 152 633
03:00 1 2     3 125 34     159
03:15 3 1     4 102 49     151
03:30 1 2     3 94 42     136
03:45 3 8 1 6 4 14 103 424 41 166 144 590
04:00 2 4     6 85 32     117
04:15 2 4     6 104 46     150
04:30 1 3     4 93 41     134
04:45 2 7 4 15 6 22 110 392 37 156 147 548
05:00 3 8     11 106 32     138
05:15 3 8     11 103 43     146
05:30 9 10     19 105 42     147
05:45 8 23 17 43 25 66 93 407 48 165 141 572
06:00 5 11     16 86 65     151
06:15 11 18     29 81 38     119
06:30 10 17     27 97 44     141
06:45 12 38 37 83 49 121 98 362 50 197 148 559
07:00 14 13     27 63 43     106
07:15 22 20     42 62 42     104
07:30 26 15     41 61 37     98
07:45 29 91 17 65 46 156 57 243 32 154 89 397
08:00 15 19     34 61 35     96
08:15 29 31     60 76 33     109
08:30 26 21     47 58 34     92
08:45 30 100 35 106 65 206 71 266 28 130 99 396
09:00 32 25     57 69 27     96
09:15 30 23     53 67 26     93
09:30 27 34     61 71 28     99
09:45 34 123 38 120 72 243 45 252 34 115 79 367
10:00 33 40     73 25 22     47
10:15 55 42     97 26 18     44
10:30 52 44     96 20 14     34
10:45 52 192 48 174 100 366 30 101 16 70 46 171
11:00 51 42     93 41 14     55
11:15 58 35     93 24 20     44
11:30 88 51     139 14 25     39
11:45 80 277 56 184 136 461 11 90 28 87 39 177
TOTALS 901 851 1752 3671 1909 5580
SPLIT % 51.4% 48.6% 23.9% 65.8% 34.2% 76.1%

NB SB EB WB
4,572 2,760 00
AM Peak Hour 11:30 11:45 11:45 14:30 12:00 14:15
AM Pk Volume 311 239 547 449 235 637
Pk Hr Factor 0.884 0.842 0.877 0.898 0.827 0.942
7 ‐ 9 Volume 191 171 00 362 799 321 00 1120
7 ‐ 9 Peak Hour 08:00 08:00 08:00 16:45 17:00 16:45
7 ‐ 9 Pk Volume 100 106 0 0 206 424 165 0 0 578
Pk Hr Factor 0.833 0.757 0.000 0.000 0.792 0.964 0.859 0.000 0.000 0.983 Prepared by NDS/ATD
VOLUME
Shellmound St S/O 65th St
Friday
11/10/2017
DAILY TOTALS Total
7,332
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
7,332
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_002

NB SB EB WB
4,550 2,772 00
AM Period NB SB EB WB NB SB EB WB
00:00 11 15     26 92 50     142
00:15 23 12     35 90 51     141
00:30 6 9     15 82 41     123
00:45 9 49 10 46 19 95 106 370 55 197 161 567
01:00 5 3     8 97 68     165
01:15 8 6     14 96 40     136
01:30 5 8     13 93 68     161
01:45 2 20 6 23 8 43 94 380 56 232 150 612
02:00 7 10     17 102 51     153
02:15 5 7     12 99 60     159
02:30 2 8     10 83 60     143
02:45 1 15 5 30 6 45 95 379 65 236 160 615
03:00 1 3     4 95 59     154
03:15 0 8     8 115 55     170
03:30 0 5     5 112 45     157
03:45 1 2 1 17 2 19 103 425 57 216 160 641
04:00 2 5     7 113 51     164
04:15 3 7     10 96 47     143
04:30 1 7     8 119 53     172
04:45 5 11 5 24 10 35 90 418 60 211 150 629
05:00 5 5     10 103 44     147
05:15 2 6     8 118 52     170
05:30 0 2     2 95 56     151
05:45 3 10 7 20 10 30 93 409 53 205 146 614
06:00 4 5     9 74 49     123
06:15 6 8     14 91 50     141
06:30 2 10     12 82 68     150
06:45 4 16 7 30 11 46 74 321 48 215 122 536
07:00 10 6     16 70 46     116
07:15 9 7     16 69 40     109
07:30 8 9     17 58 29     87
07:45 9 36 16 38 25 74 63 260 29 144 92 404
08:00 12 18     30 62 40     102
08:15 20 14     34 89 31     120
08:30 24 16     40 63 25     88
08:45 14 70 16 64 30 134 61 275 27 123 88 398
09:00 29 22     51 71 33     104
09:15 37 35     72 37 14     51
09:30 32 29     61 58 20     78
09:45 35 133 40 126 75 259 69 235 15 82 84 317
10:00 33 36     69 40 17     57
10:15 47 36     83 37 17     54
10:30 57 41     98 25 17     42
10:45 67 204 59 172 126 376 16 118 19 70 35 188
11:00 75 51     126 30 10     40
11:15 76 46     122 27 18     45
11:30 84 59     143 16 8     24
11:45 76 311 40 196 116 507 10 83 19 55 29 138
TOTALS 877 786 1663 3673 1986 5659
SPLIT % 52.7% 47.3% 22.7% 64.9% 35.1% 77.3%

NB SB EB WB
4,550 2,772 00
AM Peak Hour 11:30 10:45 11:30 15:15 14:15 15:15
AM Pk Volume 342 215 542 443 244 651
Pk Hr Factor 0.929 0.911 0.948 0.963 0.938 0.957
7 ‐ 9 Volume 106 102 00 208 827 416 00 1243
7 ‐ 9 Peak Hour 08:00 07:45 08:00 16:30 16:45 16:30
7 ‐ 9 Pk Volume 70 64 0 0 134 430 212 0 0 639
Pk Hr Factor 0.729 0.889 0.000 0.000 0.838 0.903 0.883 0.000 0.000 0.929 Prepared by NDS/ATD
VOLUME
Shellmound St S/O 65th St
Saturday
11/11/2017
DAILY TOTALS Total
7,322
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
7,322
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_002

NB SB EB WB
4,203 2,291 00
AM Period NB SB EB WB NB SB EB WB
00:00 21 13     34 111 39     150
00:15 21 7     28 104 45     149
00:30 6 8     14 109 45     154
00:45 15 63 8 36 23 99 114 438 48 177 162 615
01:00 3 5     8 110 49     159
01:15 4 6     10 108 35     143
01:30 7 8     15 100 36     136
01:45 4 18 12 31 16 49 84 402 44 164 128 566
02:00 3 3     6 119 51     170
02:15 7 5     12 91 50     141
02:30 3 6     9 83 52     135
02:45 3 16 5 19 8 35 88 381 63 216 151 597
03:00 3 1     4 64 58     122
03:15 3 5     8 98 50     148
03:30 3 6     9 91 55     146
03:45 1 10 2 14 3 24 114 367 53 216 167 583
04:00 3 3     6 110 50     160
04:15 3 5     8 88 37     125
04:30 0 1     1 94 52     146
04:45 1 7 2 11 3 18 99 391 38 177 137 568
05:00 3 4     7 108 51     159
05:15 0 3     3 99 47     146
05:30 2 1     3 83 35     118
05:45 1 6 3 11 4 17 87 377 51 184 138 561
06:00 3 0     3 93 51     144
06:15 2 4     6 79 52     131
06:30 1 5     6 67 36     103
06:45 1 7 4 13 5 20 64 303 40 179 104 482
07:00 8 6     14 51 30     81
07:15 6 3     9 61 34     95
07:30 9 7     16 44 32     76
07:45 14 37 13 29 27 66 44 200 25 121 69 321
08:00 14 12     26 47 17     64
08:15 12 13     25 32 17     49
08:30 15 18     33 25 26     51
08:45 22 63 19 62 41 125 33 137 23 83 56 220
09:00 19 23     42 34 14     48
09:15 33 33     66 47 12     59
09:30 40 22     62 15 6     21
09:45 39 131 29 107 68 238 13 109 25 57 38 166
10:00 55 31     86 28 18     46
10:15 60 32     92 13 5     18
10:30 93 30     123 7 10     17
10:45 64 272 40 133 104 405 25 73 9 42 34 115
11:00 84 42     126 15 9     24
11:15 86 55     141 7 6     13
11:30 95 34     129 6 11     17
11:45 95 360 45 176 140 536 7 35 7 33 14 68
TOTALS 990 642 1632 3213 1649 4862
SPLIT % 60.7% 39.3% 25.1% 66.1% 33.9% 74.9%

NB SB EB WB
4,203 2,291 00
AM Peak Hour 11:45 11:00 11:45 12:30 14:45 12:15
AM Pk Volume 419 176 593 441 226 624
Pk Hr Factor 0.944 0.800 0.963 0.967 0.897 0.963
7 ‐ 9 Volume 100 91 00 191 768 361 00 1129
7 ‐ 9 Peak Hour 08:00 08:00 08:00 16:30 16:30 16:30
7 ‐ 9 Pk Volume 63 62 0 0 125 400 188 0 0 588
Pk Hr Factor 0.716 0.816 0.000 0.000 0.762 0.926 0.904 0.000 0.000 0.925 Prepared by NDS/ATD
VOLUME
Shellmound St S/O 65th St
Sunday
11/12/2017
DAILY TOTALS Total
6,494
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
6,494
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_002

NB SB EB WB
3,124 2,151 00
AM Period NB SB EB WB NB SB EB WB
00:00 7 5     12 60 36     96
00:15 6 10     16 54 56     110
00:30 4 4     8 60 47     107
00:45 7 24 2 21 9 45 72 246 40 179 112 425
01:00 1 2     3 66 40     106
01:15 0 3     3 72 38     110
01:30 2 8     10 67 31     98
01:45 2 5 5 18 7 23 61 266 31 140 92 406
02:00 5 3     8 84 40     124
02:15 3 1     4 84 31     115
02:30 1 4     5 84 44     128
02:45 0 9 0 8 0 17 62 314 32 147 94 461
03:00 0 2     2 86 30     116
03:15 1 0     1 56 29     85
03:30 3 1     4 56 33     89
03:45 2 6 3 6 5 12 60 258 37 129 97 387
04:00 3 5     8 68 28     96
04:15 1 2     3 70 24     94
04:30 0 3     3 60 31     91
04:45 4 8 7 17 11 25 69 267 35 118 104 385
05:00 2 1     3 69 41     110
05:15 4 4     8 74 43     117
05:30 2 8     10 81 35     116
05:45 4 12 9 22 13 34 69 293 41 160 110 453
06:00 2 19     21 73 33     106
06:15 8 20     28 66 39     105
06:30 6 27     33 53 34     87
06:45 16 32 27 93 43 125 66 258 36 142 102 400
07:00 21 20     41 41 28     69
07:15 23 30     53 38 30     68
07:30 19 14     33 43 27     70
07:45 23 86 25 89 48 175 35 157 24 109 59 266
08:00 30 28     58 31 17     48
08:15 26 30     56 36 26     62
08:30 25 29     54 28 24     52
08:45 32 113 29 116 61 229 31 126 18 85 49 211
09:00 29 27     56 38 18     56
09:15 32 29     61 21 16     37
09:30 25 32     57 17 12     29
09:45 29 115 16 104 45 219 21 97 19 65 40 162
10:00 35 54     89 11 19     30
10:15 41 37     78 10 6     16
10:30 53 29     82 12 7     19
10:45 36 165 39 159 75 324 9 42 11 43 20 85
11:00 46 21     67 8 8     16
11:15 48 39     87 10 17     27
11:30 47 41     88 5 13     18
11:45 57 198 37 138 94 336 4 27 5 43 9 70
TOTALS 773 791 1564 2351 1360 3711
SPLIT % 49.4% 50.6% 29.6% 63.4% 36.6% 70.4%

NB SB EB WB
3,124 2,151 00
AM Peak Hour 11:45 11:45 11:45 14:15 12:15 14:00
AM Pk Volume 231 176 407 316 183 461
Pk Hr Factor 0.963 0.786 0.925 0.919 0.817 0.900
7 ‐ 9 Volume 199 205 00 404 560 278 00 838
7 ‐ 9 Peak Hour 08:00 08:00 08:00 16:45 17:00 17:00
7 ‐ 9 Pk Volume 113 116 0 0 229 293 160 0 0 453
Pk Hr Factor 0.883 0.967 0.000 0.000 0.939 0.904 0.930 0.000 0.000 0.968 Prepared by NDS/ATD
VOLUME
Shellmound St S/O 65th St
Monday
11/13/2017
DAILY TOTALS Total
5,275
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
5,275
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_002

NB SB EB WB
3,408 2,388 00
AM Period NB SB EB WB NB SB EB WB
00:00 5 5     10 60 37     97
00:15 4 5     9 51 50     101
00:30 5 1     6 53 44     97
00:45 2 16 2 13 4 29 80 244 36 167 116 411
01:00 4 3     7 58 29     87
01:15 4 1     5 69 44     113
01:30 2 1     3 75 31     106
01:45 0 10 4 9 4 19 55 257 37 141 92 398
02:00 1 2     3 60 41     101
02:15 1 3     4 69 48     117
02:30 0 1     1 74 36     110
02:45 3 5 6 12 9 17 81 284 21 146 102 430
03:00 0 2     2 76 31     107
03:15 0 1     1 56 18     74
03:30 2 0     2 75 26     101
03:45 1 3 3 6 4 9 66 273 40 115 106 388
04:00 3 1     4 71 25     96
04:15 2 2     4 79 28     107
04:30 1 3     4 70 37     107
04:45 0 6 8 14 8 20 61 281 46 136 107 417
05:00 5 8     13 81 46     127
05:15 4 14     18 104 60     164
05:30 9 11     20 89 50     139
05:45 5 23 18 51 23 74 74 348 44 200 118 548
06:00 14 16     30 73 41     114
06:15 10 29     39 62 38     100
06:30 9 32     41 69 39     108
06:45 13 46 30 107 43 153 68 272 39 157 107 429
07:00 27 35     62 68 34     102
07:15 27 23     50 55 34     89
07:30 22 27     49 50 33     83
07:45 32 108 27 112 59 220 66 239 26 127 92 366
08:00 51 29     80 58 27     85
08:15 26 38     64 39 30     69
08:30 31 34     65 52 22     74
08:45 43 151 46 147 89 298 48 197 14 93 62 290
09:00 24 46     70 41 30     71
09:15 30 39     69 22 15     37
09:30 32 35     67 28 19     47
09:45 33 119 42 162 75 281 17 108 22 86 39 194
10:00 37 33     70 20 13     33
10:15 28 40     68 22 16     38
10:30 39 36     75 10 18     28
10:45 41 145 43 152 84 297 6 58 13 60 19 118
11:00 44 41     85 7 13     20
11:15 49 44     93 12 8     20
11:30 26 19     45 8 5     13
11:45 61 180 36 140 97 320 8 35 9 35 17 70
TOTALS 812 925 1737 2596 1463 4059
SPLIT % 46.7% 53.3% 30.0% 64.0% 36.0% 70.0%

NB SB EB WB
3,408 2,388 00
AM Peak Hour 11:45 11:45 11:45 17:00 16:45 17:00
AM Pk Volume 225 167 392 348 202 548
Pk Hr Factor 0.922 0.835 0.970 0.837 0.842 0.835
7 ‐ 9 Volume 259 259 00 518 629 336 00 965
7 ‐ 9 Peak Hour 08:00 08:00 08:00 17:00 16:45 17:00
7 ‐ 9 Pk Volume 151 147 0 0 298 348 202 0 0 548
Pk Hr Factor 0.740 0.799 0.000 0.000 0.837 0.837 0.842 0.000 0.000 0.835 Prepared by NDS/ATD
VOLUME
Shellmound St S/O 65th St
Tuesday
11/14/2017
DAILY TOTALS Total
5,796
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
DAILY TOTALS Total
5,796
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
Pk Hr Factor
4 ‐ 6 Volume
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
Pk Hr Factor

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_004

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: Emeryville
Date: Project #: CA17_7944_004

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_004

DAILY TOTALS
Day: City: Emeryville
Date: Project #: CA17_7944_005

DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
65th St E/O Overland St
21:30
21:45
22:00
Total
3,972
19:30
19:45
20:00
20:15

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
3,972

DAILY TOTALS
DAILY TOTALS Total
3,794
PM Peak Hour
PM Pk Volume
23:00
23:15
23:30
23:45
TOTALS
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
18:30
18:45
19:00
19:15
19:30
19:45
17:00
17:15
17:30
17:45
18:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
Prepared by NDS/ATD
VOLUME
65th St E/O Overland St
Monday
12/4/2017
DAILY TOTALS Total
3,794
HPMS Data Collection Format
County Jurisdiction Street Name
Lat‐
Long/Street_From Lat‐Long/Street_To Length AADT ADT Peak Hour Volume D_FACTOR K_FACTOR Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Through
_Lanes
Future
AADT
Year of
Future
AADT Date Taken Comments
Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12501 10/16/2017 MONDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12321 10/17/2017 TUESDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12751 10/18/2017 WEDNESDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12749 10/19/2017 THURSDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 12958 10/20/2017 FRIDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 17217 10/21/2017 SATURDAY Alameda Emeryville Christie Avenue Powell Street Powell Street Plaza Entrance 15357 10/22/2017 SUNDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 38889 10/16/2017 MONDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 39041 10/17/2017 TUESDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 39407 10/18/2017 WEDNESDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 39362 10/19/2017 THURSDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 42251 10/20/2017 FRIDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 40100 10/21/2017 SATURDAY Alameda Emeryville Powell Street I‐80 EB Ramps Christie Avenue 36083 10/22/2017 SUNDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 15596 10/16/2017 MONDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 15858 10/17/2017 TUESDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 15915 10/18/2017 WEDNESDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 16085 10/19/2017 THURSDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 18275 10/20/2017 FRIDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 21136 10/21/2017 SATURDAY Alameda Emeryville Shellmound Street Marriot Driveway Bay Street 18784 10/22/2017 SUNDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 23593 10/16/2017 MONDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 24864 10/17/2017 TUESDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 25314 10/18/2017 WEDNESDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 25414 10/19/2017 THURSDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 25605 10/20/2017 FRIDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 20841 10/21/2017 SATURDAY Alameda Emeryville San Pablo Avenue 45th Street Park Avenue 17218 10/22/2017 SUNDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 22855 10/16/2017 MONDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 23439 10/17/2017 TUESDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 23949 10/18/2017 WEDNESDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 24229 10/19/2017 THURSDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 24574 10/20/2017 FRIDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 21777 10/21/2017 SATURDAY Alameda Emeryville San Pablo Avenue 37th Street 36th Street 18752 10/22/2017 SUNDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16027 10/16/2017 MONDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16606 10/17/2017 TUESDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16777 10/18/2017 WEDNESDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16881 10/19/2017 THURSDAY Alameda Emeryville 40th Street Hollis Street Emery Street 18503 10/20/2017 FRIDAY Alameda Emeryville 40th Street Hollis Street Emery Street 19507 10/21/2017 SATURDAY Alameda Emeryville 40th Street Hollis Street Emery Street 16713 10/22/2017 SUNDAY Alameda Emeryville Hollis Street 64th Street 65th Street 9532 10/16/2017 MONDAY Alameda Emeryville Hollis Street 64th Street 65th Street 10303 10/17/2017 TUESDAY Alameda Emeryville Hollis Street 64th Street 65th Street 10139 10/18/2017 WEDNESDAY Alameda Emeryville Hollis Street 64th Street 65th Street 10382 10/19/2017 THURSDAY Alameda Emeryville Hollis Street 64th Street 65th Street 10233 10/20/2017 FRIDAY Alameda Emeryville Hollis Street 64th Street 65th Street 6734 10/21/2017 SATURDAY Alameda Emeryville Hollis Street 64th Street 65th Street 5475 10/22/2017 SUNDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 11528 10/16/2017 MONDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 12294 10/17/2017 TUESDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 12285 10/18/2017 WEDNESDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 12460 10/19/2017 THURSDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 12284 10/20/2017 FRIDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 9343 10/21/2017 SATURDAY Alameda Emeryville Hollis Street Stanford Avenue 53rd Street 7390 10/22/2017 SUNDAY Alameda Emeryville Horton Street 45th Street 53rd Street 2809 Sep‐17 3 day avg Alameda Emeryville 53rd Street Horton Street Hollis Street 662 Sep‐17 3 day avg Alameda Emeryville 53rd Street Hollis Street Boyer Street 2103 Sep‐17 3 day avg Alameda Emeryville 53rd Street Boyer Street San Pablo Avenue 2138 Sep‐17 3 day avg Alameda Emeryville 45th Street Doyle Street San Pablo Avenue 2643 Sep‐17 3 day avg Alameda Emeryville 45th Street Hollis Street Doyle Street 2404 Sep‐17 3 day avg Alameda Emeryville 45th Street Horton Street Hollis Street 1319 Sep‐17 3 day avg ‘From’ and ‘To’ locations should run from W-E and S-N
ADT
For two-way facilities, provide the bi-directional ADT.

For one-way roadways, provide the directional ADT
AADT
AADT is the average daily traffic value that represents all days of the reporting year.

ADT or AADT may be entered. It is not necessary to supply both.

Month and Year of Traffic Count:

MM/YYYY
Enter 'est' in Comments field if the ADT or AADT is estimated and not count based Peak Hour Volume = The 24-hour peak
K-Factor
K30 if it is available. This is not common.

Code the K-Factor to the nearest whole percent . Don’t use decimals Either Peak Hour Volume or K-Factor may be entered.

It is not necessary to supply both of these.

D-Factor
The percent of the peak hour volume flowing in the peak direction.

This is normally 50-75% (100% for one-way facilities).

It cannot be less than 50% since it is defined by the peak direction.

Section Identification ADT or (AADT) by Vehicle Classification Collision Data ‐ 3 Years (June 1, 2020 to May 31, 2023) ACCIDENT_PRIMARY_RD SECONDARY_RD DISTANCE DIRECTIONINTERSECT COLLISION_PRIMARY_ PCF_VIOL_ TYPE_OF_CMVIW PED_ACTIOCONTROL_PEDESTRIABICYCLE_A Collision 2020 POWELL ST RT 80 0 Y 0 A 17 D C A A 1
2020 53RD ST SAN PABLO AV 0 Y 3 A 12 D C A A 1
2020 PELADEAU ST HARUFF ST 48 S N 3 A 12 B G A D Y 1
2020 HORTON ST 62ND ST 0 Y 3 A 10 D B B A Y 1
2020 FRONTAGE RD POINT EMERY 350 S N 3 A 3 H J A D 1
2020 DOYLE ST STANFORD AV 155 S N 0 A 3 C E A D 1
2020 BAY ST OHLONE WY 187 N N 4 A 0 G B ‐ DY 1
2020 HOLLIS ST 59TH ST 215 S N 0 A 8 D C A D 1
2020 SAN PABLO AV 53RD ST 0 Y 3 A 5 D G A A Y 1
2020 POWELL ST POWELL ST 1700 0 Y 0 A 8 B C A A 1
2020 CHRISTIE AV POWELL ST 0 Y 0 A 8 D C A A 1
2020 53RD ST SAN PABLO AV 38 W N 0 A 8 A I A A 1
2020 SHELLMOUND ST SHELLMOUND WY 152 N N 3 A 9 D C A D 1 2020 POWELL ST PELADEAU ST 33 E N 3 A 8 B C A A 1
2020 SHELLMOUND ST CHRISTIE AV 0 Y 3 A 10 G B B A Y 1
2020 SHELLMOUND ST CHRISTIE AV 0 Y 0 A 17 B C A A 1
2020 POWELL ST CHRISTIE AV 176 W N 3 A 5 A G A D Y 1
2020 POWELL ST CHRISTIE AV 0 Y 0 A 17 C C A A 1
2020 CHRISTIE AV POWELL AV 0 Y 0 A 17 E I A D 1
2020 CHRISTIE AV POWELL AV 0 Y 0 A 8 B C A A 1
2020 POWELL ST TOWERS ACCESS RD 25 E N 0 A 7 A I A A 1
2020 66TH ST SHELLMOUND ST 0 Y 0 A 21 C C A A 1
2020 POWELL ST RT 80 0 Y 0 A 12 D C A A 1
2020 SAN PABLO AV 40TH ST 0 Y 3 A 12 A C A A 1
2021 HOLLIS ST 67TH ST 0 Y 0 A 9 D C A A 1
2021 CHRISTIE AV POWELL ST 58 S N 0 A 9 B C A A 1
2021 POWELL ST CHRISTIE AV 0 Y 0 A 17 B C A A 1
2021 SHELLMOUND ST SHELLMOUND WY 86 N N 0 A 7 A I A D 1 2021 HOLLIS ST 66TH ST 0 Y 2 A 9 D C A A 1
2021 HOLLIS ST 63RD ST 0 Y 4 A 3 C C A D 1
2021 64TH ST LIGHT POLE 859365 0 N 4 A 0 A D A D 1
2021 40TH ST (BLOCK 1500) 40TH ST 0 Y 1 A 3 A I A D 1
2021 45TH ST 45TH ST 1100 37 N N 0 A 8 E I A D 1
2021 CHRISTIE AV POWELL ST 88 N N 0 A 7 B C A D 1
2021 40TH ST HARLAN ST 0 Y 0 A 21 D C A D 1
2021 CHRISTIE AV 59TH ST 0 Y 0 ‐ ‐ BCAD 1
2021 POWELL ST POWELL ST 3306 89 W N 0 A 3 E I A D 1
2021 SHELLMOUND ST IKEA ENT 354 N N 0 A 8 B C A D 1
2021 POWELL ST CHRISTIE AV 99 W N 0 A 8 B C A A 1
2021 POWELL ST CHRISTIE AV 0 Y 0 A 8 B C A A 1
2021 EMERY ST 40TH ST 9 W N 0 ‐ ‐ BCAD 1
2021 POWELL ST CHRISTIE AV 87 W N 0 A 4 C C A A 1
2021 HOLLIS ST POWELL ST 250 N N 3 A 8 D C A D 1
2021 FRONTAGE RD ACCESS RD 0 Y 4 A 3 C C A A 1
2021 SAN PABLO AV 40TH ST 210 S N 0 A 7 B C A D 1
2021 POWELL ST RT 80 0 Y 0 A 8 B C A A 1
2021 45TH ST SAN PABLO AV 0 Y 4 A 12 D C A A 1
2021 POWELL ST RT 80 0 Y 4 A 12 D C A A 1
2021 PERALTA ST 36TH ST 16 N N 0 B 22 B E A D 1
2021 62ND ST HOLLIS ST 0 Y 4 A 9 A C A A 1
2021 SAN PABLO AV STEVE DAIN DR 117 S N 4 A 3 C C A A 1 2021 SAN PABLO AV SAN PABLO AV 4800 0 ‐ 0A 3C C A A 1
2021 HOLLIS ST HOLLIS ST 5800 0 ‐ 0A 8B C A D 1
2021 64TH ST CHRISTIE AV 244 W N 0 A 21 B C A D 1
2021 CHRISTIE AV SHELLMOUND ST 143 W N 0 A 3 C C A A 1
2021 POWELL ST CHRISTIE AV 0 Y 0 A 9 D C A A 1
2021 SHELLMOUND ST SHELLMOUND ST 4400 0 ‐ 0A 3C C A A 1 2021 SHELLMOUND WY SHELLMOUND ST 102 W N 4 A 3 E I A D 1 2021 POWELL ST CHRISTIE AV 0 Y 3 A 3 C C A A 1
2021 STANFORD AV DOYLE ST 0 Y 0 A 8 B I A A 1
2021 BAY ST BAY ST 5686 0 ‐ 0A 8B E A D 1
2021 POWELL ST DOYLE ST 0 Y 0 A 3 C C A A 1
2021 HOLLIS ST 67TH ST 0 Y 4 A 9 A D A ‐ 1
2021 SHELLMOUND ST CHRISTIE AV 192 S N 0 A 7 D C A D 1
2021 HOLLIS ST 67TH ST 0 Y 0 A 9 D C A B 1
2021 HOLLIS ST 67TH ST 0 Y 0 A 12 D C A A 1
2021 EMERY ST EMERY ST 3800 0 ‐ 0A 8E I A D 1
2021 POWELL ST POWELL ST 1700 0 ‐ 0A 8B C A ‐ 1
2021 SHELLMOUND ST SHELLMOUND ST 5900B 0 ‐ 0A 8A I A D 1 2021 POWELL ST FRONTAGE RD 0 Y 3 A 17 D G A A Y 1
2021 POWELL ST VALLEJO ST 0 Y 3 A 10 A B B D Y 1
2021 CHRISTIE AV LIGHT POLE #32‐5868 28 S N 3 A 17 D C A A 1 2021 SAN PABLO AV LIGHT POLE #60‐5582 30 N N 4 A 10 A B F D Y 1 2021 ADELINE ST 43RD ST 94 S N 4 A 3 C C A A 1
2021 POWELL ST DOYLE ST 0 Y 4 A 9 G B E A Y 1
2021 SAN PABLO AV 40TH ST 0 Y 0 D 0 B C A A 1
2021 SAN PABLO AV SAN PABLO AV 3600 0 N 0 A 7 B C A A 1 2021 SAN PABLO AV WEST MACARTHUR BL 0 Y 3 A 5 A G A A Y 1 2021 POWELL ST OP CHRISTIE AV 0 Y 4 A 3 C C A D 1
2021 BEAUDRY ST 59TH ST 218 S N 0 A 3 E I A D 1
2022 SAN PABLO AV PARK AV 0 Y 0 A 17 A C A A 1
2021 65TH ST SHELLMOUND ST 61 E N 0 A 5 B I A D 1
2021 PARK AV HALLECK ST 0 Y 0 A 8 B E A D 1
2021 40TH ST HORTON ST 283 W N 0 A 9 D C A A 1
2021 CHRISTIE AV POWELL ST 21 S N 0 A 7 B C A D 1
2022 SHELLMOUND ST OHLONE WY 135 N N 0 A 8 B C A D 1
2022 SHELLMOUND ST SHELLMOUND ST 5900 BLK 0 N 0 A 21 H I A ‐ 1 2022 45TH ST SAN PABLOE AV 0 N 4 A 3 C C A D 1
2022 HOLLIS ST 66TH ST 0 Y 0 A 9 D C A A 1
2022 POWELL ST COMMODORE DR 0 Y 0 A 8 A I A A 1
2022 BAY ST BAY ST 5600 BLOCK 0 Y 0 A 8 B C A D 1
2022 SAN PABLO AV ADELINE ST 213 N N 0 A 8 B E A A 1
2022 HOLLIS ST 66TH ST 0 Y 0 A 9 B C A A 1
2022 45TH ST SAN PABLO AV 0 Y 0 A 5 A I A D 1
2022 POWELL ST CHRISTIE AV 0 Y 0 A 12 D C A A 1
2022 65TH ST HOLLIS ST 175 W N 0 A 8 D C A D 1
2022 EMERY ST WEST MACARTHUR BL 0 Y 0 A 12 D C A A 1
2022 HARLAN ST HARLAN ST 4000 0 Y 0 A 8 D C A D 1
2022 CHRISTIE AV 59TH ST 0 Y 0 A 9 A C A A 1
2022 SHELLMOUND WY LIGHT POLE 5850 14 W N 0 A 3 F J A A 1 2022 62ND ST VALLEJO ST 0 Y 0 A 21 D C A A 1
2022 HOLLIS ST 59TH ST 117 N N 0 A 3 C E A D 1
2022 40TH ST 40TH ST 1500 0 Y 2 A 3 B I A D 1
2022 ADELINE ST 43RD ST 46 N N 4 A 3 C C A A 1
2022 SAN PABLO AV PARK AV 0 ‐ 0A 7B E A D 1
2022 63RD ST MARKET DR 0 Y 0 A 21 E I A D 1
2022 SELLMOUND ST 65TH ST 0 Y 0 A 12 D G A A Y 1
2022 SAN PABLO AV SAN PABLO AV 3800 BLK 0 N 0 A 7 B C A A 1 2022 SAN PABLO AV 40TH ST 0 Y 3 A 12 H G A A Y 1
2022 FRONTAGE RD POWELL ST 75 N N 0 A 9 D C A A 1
2022 CHRISTIE AV SHELLMOUND ST 285 E N 0 A 3 C C A D 1
2022 FRONTAGE RD POWELL ST 451 N N 0 A 3 C C A A 1
2022 61ST ST DOYLE ST 78 W N 0 A 17 B E A D 1
2022 SHELLMOUND ST SHELLMOUND ST 5600 0 ‐ 3A 7D C A D 1 2022 POWELL ST CHRISTIE AV 0 Y 0 A 9 D C A A 1
2022 HOLLIS ST HOLLIS ST 5800 BLK 0 N 0 A 9 B C A D 1
2022 40TH ST HARLAN ST 31 W N 0 A 3 C C A A 1
2022 47TH ST ADELINE ST 460 W N 0 A 5 H J A D 1
2022 45TH ST ESSEX ST 0 N 0 A 3 C C A D 1
2022 POWELL ST PELADEAU ST 61 W N 0 A 1 C ‐ AD 1
2022 BAY ST ONLONE WY 0 Y 0 A 5 C C A D 1
2022 POWELL ST VALLEJO ST 0 Y 4 A 9 D C A A 1
2022 SHELLMOUND ST CHRISTIE AV 230 S N 3 A 9 D C A D 1
2022 POWELL ST PELADEAU ST 0 Y 0 A 8 B C A D 1
2022 POWELL ST SAN PABLO 200 W N 4 A 3 G E A D 1
2023 EMERY ST 40TH ST 361 S N 4 A 8 G B D D Y 1
2023 RT 80 POWELL ST 0 Y 0 A 8 B C A A 1
2023 SAN PABLO AV 53RD ST 0 ‐ 0A 7B C A D 1
2023 SAN PABLO AV 40TH ST 0 Y 0 A 3 C C A A 1
2023 CHRISTIE AV BAY ST 0 Y 0 A 21 E I A D 1
2022 POWELL ST RT 80 0 Y 0 A 17 D C A A 1
2022 45TH ST SAN PABLO AV 68 E N 0 A 8 B C A D 1
2022 PARK AV SAN PABLO AV 120 W N 0 A 8 D C A D 1
2022 POWELL ST RT 80 0 Y 0 A 7 B C A A 1
2022 POWELL ST CAPTAIN DR 0 N 0 A 3 D C A D 1
2022 SHELLMOUND ST SHELLMOUND ST 4000 0 ‐ 0A 3C C A A 1 2022 POWELL ST CHRISTIE AV 0 Y 0 D 0 B C A A 1
2022 SHELLMOUND ST BAY ST 1166 S N 0 A 6 C C A A 1
2022 65TH ST OVERLAND AV 187 E N 0 A 3 C C A A 1
2022 FRONTAGE RD POWELL ST 0 N 0 A 7 B C A A 1
2022 OVERLAND AV 62ND ST 25 N N 0 A 8 B E A A 1
2022 64TH ST CHRISTIE AV 130 W N 0 A 8 B E A A 1
2022 40TH ST SHELLMOUND ST 0 Y 0 A 3 C C A D 1
2022 SHELLMOUND ST 67TH ST 0 Y 0 A 9 B C A D 1
2022 POWELL ST PELADEAU ST 0 Y 0 A 9 D C A A 1
2022 66TH ST 66TH ST 1300 0 N 0 A 8 B E A D 1
2022 POWELL ST CHRISTIE AV 0 Y 3 A 10 A B B A Y 1
2022 40TH ST SAN PABLO AV 0 N 4 A 3 C C A A 1
2022 SHELLMOUND ST LAMP 61/5893 24 W N 4 A 8 D C A D 1
2022 45TH ST HOLLIS ST 0 Y 2 A 10 G B B A Y 1
2022 POWELL ST FRONTAGE RD 0 Y 4 A 3 C C A A 1
2022 40TH ST HORTON ST 0 Y 4 A 9 D C A B 1
2022 67TH ST HOLLIS ST 0 Y 2 A 12 D G A A Y 1
2022 HOLLIS ST 59TH ST 0 Y 3 A 10 G B B A Y 1
2022 POWELL ST RT 80 0 Y 3 A 12 D C A A 1
2022 POWELL ST RT 80 45 E N 3 A 7 B C A D 1
2022 59TH ST BEAUDRY ST 0 Y 3 A 12 D C A A 1
2022 POWELL ST DOYLE ST 0 Y 2 A 6 D C A A 1
2022 40TH ST SAN PABLO AV 26 E N 0 A 3 C C A A 1
2022 FRONTAGE RD POWELL ST 0 Y 0 A 8 B C A ‐ 1
2022 64TH ST CHRISTIE AV 0 Y 0 A 5 A C A A 1
2022 HOLLIS ST OCEAN AV 45 N N 0 A 8 B E A A 1
2022 POWELL ST ADMIRAL DR 36 E N 0 A 8 C E A D 1
2022 65TH ST HOLLIS ST 0 Y 0 A 8 A I A A 1
2022 POWELL ST VALLEJO ST 0 Y 0 A 21 C C A D 1
2022 HOLLIS ST 67TH ST 0 Y 3 A 9 D C A A 1
2022 OHLONE WY BAY ST 0 Y 0 A 3 C C A A 1
2022 40TH ST SAN PABLO AV 133 W N 4 A 3 C C A A 1
2022 40TH ST SAN PABLO AV 0 Y 0 A 0 C C A A 1
2022 POWELL ST RT 80 0 Y 0 A 8 D C A A 1
2022 65TH ST 65TH ST 1465 0 Y 0 A 8 D C A D 1
2022 CHRISTIE AV SHELLMOUND WY 11 N N 0 A 21 C C A D 1
2022 CHRISTIE AV POWELL ST 285 S N 0 A 6 B C A D 1
2022 HOLLIS ST 67TH ST 0 Y 0 A 9 D C A D 1
2022 POWELL ST RT 80 8 E N 0 A 7 D C A A 1
2022 40TH ST SAN PABLO AV 0 Y 4 A 7 B C A D 1
2022 HOLLIS ST 66TH ST 0 Y 0 A 9 D C A A 1
2022 59TH ST 59TH ST 1400 0 Y 0 A 8 B E A D 1
2022 40TH ST 40TH ST 1400 0 N 4 A 5 E I A D 1
2022 SAN PABLO AV 45TH ST 0 Y 3 A 3 D C A A 1
2022 HOLLIS ST 40TH ST 16 S N 4 A 8 A G A A Y 1
2022 SAN PABLO AV 40TH ST 0 S N 0 A 7 B C A D 1
2022 SAN PABLO AV 40TH ST 0 ‐ 3 A 11 A B B A Y 1
2022 DOYLE ST STANFORD AV 274 S N 0 A 17 B E A D 1
2022 SAN PABLO AV 53RD ST 0 Y 4 A 21 D B B C Y 1
2022 41ST ST SAN PABLO AV 0 Y 0 A 3 C C A A 1
2022 SAN PABLO AV 40TH ST 0 Y 3 A 8 B C A A 1
2022 SAN PABLO AV 45TH ST 0 Y 0 D 0 E I A D 1
2022 SAN PABLO AV 37TH ST 10 W N 4 A 9 D C A D 1
2022 41ST ST ADELINE ST 0 Y 0 A 3 C C A A 1
2022 CHRISTIE AV SHELLMOUND ST 0 Y 0 A 17 A I A A 1
2022 SHELLMOUND ST SHELLMOUNT ST 5600 0 Y 0 A 0 D C A D 1 2022 POWELL ST POWELL ST 1700 50 N N 4 A 21 C C A A 1
2022 POWELL ST HOLLIS ST 65 N N 0 A 9 D C A D 1
2022 HORTON ST 40TH ST 0 Y 0 A 12 D C A B 1
2022 POWELL ST RT 80 0 Y 0 D 0 B C A D 1
2022 VALLEJO ST 62ND ST 0 Y 0 A 9 D C A D 1
2022 HOLLIS ST 67TH ST 0 Y 0 A 9 D C A A 1
2023 SHELLMOUND ST IKEA EXIT N 0 Y 2A 1G B F A Y 1
FINAL Project Report
Engineering & Traffic Survey
Iteris, Inc. | Appendix C
APPENDIX C – SUMMARY OF RECOMMENDATIONS & ONE

PAGE SUMMARY SHEETS
Summary of Recommendations
(New and Existing Segments)
# Street Survey Limits
Length of
Roadway
Segment
(mi)
Posted
Speed/Prima
Facie Speed
(mph)
ADT Total Collisions Crash Rate
Statewide
Average
Collision Rate
(2019)
Crash Rate
lower than
Statewide
Average?
50th Percentile
Speed/Mean
Speed
(mph)
85th Percentile
Speed
(mph)
10 mph Pace
Speed
(mph)
Percentage of
Vehicles in Pace
(%)
Recommended
Speed Limit
(mph)
Speed Limit Change Justification Comments
1 Hollis St 67th St to Powell St 0.7 30 5,915 21 4.63 1.39 No 28.5 32.5 22‐33 84.0 25 CVC Section 22358.6 (c), (d), and Section 22358.7 (2) An Engineering & Traffic Survey was conducted along this stretch of Hollis St in 2016 and posted speed limit of 25 mph was adopted. However, speed limit signs were not replaced from 30 mph to 25 mph as required by CVC 22352 and 22357. Hence, the adopted speed limit is not currently effective.

Based on recent data collection, the 85th percentile speed is 32.5 mph. The 10 mph pace speed is 22 mph to 33 mph and the collision rate is higher that the statewide average collision rate. This section of Hollis St experiences heavy pedestrian traffic and has an hospital and park fronting it. Hence, per CVC Section 22358.6 (c), (d), and Section 22358.7 (2), the recommended speed limit is 25 mph. 2 Horton St 62nd St to 40th St 0.9 25 3,303 2 0.61 1.39 Yes 23.0 27.0 18‐27 85.0 20 CVC Section 22358.6 (b)and Section 22358.4 (a)(1), Based on recent data collection, the 85th percentile speed is 27 mph. The 10 mph pace speed ranges from18 mph to 27 mph and the collision rate is lower that the statewide average collision rate. This section of Horton St fronts a school and several commercial businesses and is classified as a bicycle blvd per the City's general plan. Hence, per CVC Section 22358.6 (b) and Section 22358.4 (a)(1), the recommended speed limit is 20 mph. The suggested speed limit falls within the 10 mph pace speed range.
3 Christie Ave 65th St to Powell St 0.5 25 4,988 12 4.39 1.39 No 22.0 26.0 17‐26 75.0 20 CVC Section 22358.6 (b)and Section 22358.4 (a)(1), Based on recent data collection, the 85th percentile speed is 26 mph. The 10 mph pace speed ranges from 17 mph to 26 mph and the collision rate is higher than the statewide average collision rate. This section of Christie St fronts Christie Park and several commercial businesses. Hence, per CVC Section 22358.6 (b) and Section 22358.4 (a)(1), the recommended speed limit is 20 mph. The suggested speed limit falls within the 10 mph pace speed range.
4 Powell St I‐80 Frontage Rd to Vallejo St 0.6 30 39,305 43 1.67 1.18 No 30.0 36.0 27‐36 81.0 30 CVC Section 22358.6 (b) Based on recent data collection, the 85th percentile speed is 36 mph. The 10 mph pace speed ranges from 27 mph to 36 mph and the collision rate is higher than the statewide average collision rate.

Hence, per CVC Section 22358.6 (b), the existing speed limit of 30 mph is recommended to be maintained. The existing speed limit falls within the 10 mph pace speed range. 5 65th St La Coste St to Vallejo St 0.7 25 3,833 6 2.04 1.39 No 25.0 29.0 20‐29 85.0 25 CVC Section 22358.6 (c) Based on recent data collection, the 85th percentile speed is 29 mph. The 10 mph pace speed ranges from 20 mph to 29 mph and the collision rate is higher than the statewide average collision rate.

Hence, per CVC Section 22358.6 (c), the existing speed limit of 25 mph is recommended to be maintained. The existing speed limit falls within the 10 mph pace speed range. 6 La Coste St 65th St to 64th St 0.2 25 239 0 0.00 1.39 Yes 26.0 31.0 22‐31 81.0 25 CVC Section 22358.6 (b) Based on recent data collection, the 85th percentile speed is 31 mph. The 10 mph pace speed ranges from 22 mph to 31 mph and the collision rate is lower than the statewide average collision rate. Hence, per CVC Section 22358.6 (b), the existing speed limit of 25 mph is recommended to be maintained. The existing speed limit falls within the 10 mph pace speed range. 7 53rd St Horton St to San Pablo Ave 0.4 25 1,959 2 2.33 1.39 No 24.0 27.0 19‐28 89.0 20 CVC Section 22358.6 (b)and Section 22358.4 (a)(1), Based on recent data collection, the 85th percentile speed is 27 mph. The 10 mph pace speed ranges from 19 mph to 28 mph. The collision rate is higher than the statewide average collision rate. This section of 53rd St fronts a school and several commercial businesses and residences and is classified as a bicycle blvd per the City's general plan. Hence, per CVC Section 22358.6 (b) and Section 22358.4 (a)(1), the recommended speed limit is 20 mph. The suggested speed limit falls within the 10 mph pace speed range.
8 Park Ave San Pablo Ave to Halleck St 0.6 25 3,324 2 0.92 1.39 Yes 25.0 29.0 20‐29 84.0 25 CVC Section 22358.6 (c) Based on recent data collection, the 85th percentile speed is 29 mph. The 10 mph pace speed ranges from 20 mph to 29 mph and the collision rate is lower than the statewide average collision rate. Hence, per CVC Section 22358.6 (c), the existing speed limit of 25 mph is recommended to be maintained. The existing speed limit falls within the 10 mph pace speed range. 9 Frontage Rd Powell St to Point Emery Ln 0.6 25 4,931 6 1.85 1.39 No 29.0 32.0 23‐32 80.0 25 CVC Section 22358.6 (b) Based on recent data collection, the 85th percentile speed is 32 mph. The 10 mph pace speed ranges from 23 mph to 32 mph and the collision rate is higherthan the statewide average collision rate. Hence, per CVC Section 22358.6 (b), the existing speed limit of 25 mph is recommended to be maintained. The existing speed limit falls within the 10 mph pace speed range.

New Speed Survey Segments
Summary of Recommendations
(New and Existing Segments)
# Street Survey Limits
Length of
Roadway
Segment
(mi)
Posted
Speed/Prima
Facie Speed*
(mph)
ADT Total Collisions Crash Rate (2020‐2023)
Statewide
Average
Collision Rate
(2020)
Crash Rate
(2013‐2016)
Crash Rate
lower than
Statewide
Average?
50th Percentile
Speed/Mean
Speed*
(mph)
85th Percentile
Speed*
(mph)
10 mph Pace
Speed*
(mph)
Percentage of
Vehicles in
Pace*
(%)
Recommended
Speed Limit*
(mph)
Extending Speed Limit Justification
10 Hollis St Powell St to Yerba Buena Ave 0.8 30 6,938 0 0.00 1.07 0.79 Yes 27.2 29.9 23‐32 98.5 30 There is currently a new biomed development on Hollis from 53rd to Stanford which will be constructed from 2022 – 2024. However, this construction has not added to or affected existing traffic conditions in the area. Additionally, traffic is still adjusting from the COVID pandemic. Given these conditions, it is recommended to maintain existing speed limit.
11 Powell St Captain Drive to I‐80 Frontage Rd 0.9 30 3,639 18 1.39 1.07 0.59 No 30.2 32.8 25‐34 96.0 30 No significant developments and changes in the area that affects the segment.

Additionally, traffic is still adjusting from the COVID pandemic. Given these conditions, it is recommended to maintain existing speed limit. 12 40th St East abutment of 40th St Bridge to San Pablo Ave 0.6 30 17,288 13 1.14 0.64 1.22 No 32.3 35.5 29‐38 92.0 30 No significant developments and changes in the area that affects the segment.

Additionally, traffic is still adjusting from the COVID pandemic. Given these conditions, it is recommended to maintain existing speed limit. 13 Shellmound St 67th St to Christie Ave 0.7 25 6,222 12 2.52 1.07 1.48 No 25.0 27.9 22‐31 94.2 25 There is currently apartment development and a warehouse rebuild between 65 th – northerly city limits. Additionally, this segment will be repaved in 2024. Currently these projects have not added to or affected existing traffic conditions and it is recommended to maintain existing speed limit.

Upon completion of the projects, the City will collect data and reevaluate this corridor.
14 Shellmound St Christie Ave to East Abutment of 40th St Bridge 0.9 30 17,379 6 0.35 0.66 1.92 Yes 28.2 31.3 24‐33 92.0 30 There is a grocery store development on Shellmound from Ohlone Way to Bay Street. However, it is still in the site development stage and does not add to or affect existing traffic conditions. It is recommended to maintain existing speed limit.

Upon completion of the project, the City will collect data and reevaluate this corridor.
15 Christie Ave Powell St to Shellmound St 0.2 25 13,694 11 3.67 1.61 2.88 No 23.0 25.4 19‐28 97.0 25 No significant developments and changes in the area that affects the segment.

Additionally, traffic is still adjusting from the COVID pandemic. Given these conditions, it is recommended to maintain existing speed limit.

Notes:* Obtained from 2016 Approved ETS
Extend Existing Speed Survey Segments

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞǇ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞǇ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

ǆƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůǇdƌĂĸĐ _______________
dǇƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂǇƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝǌŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚǇ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Hollis St Tuesday, June 27, 2023
67th St Powell St
btwn 63rd St & 62nd St 30 mph
12:21 PM - 12:49 PM

32.5 mph

28.5 mph
22-33 mph
100
84%
25 mph
CVC Section
Section 22358.8
5 mph
22358.6 (c), (d) &
21 4.63

1.07 5,915 vpd
Traffic Signals at 67th, 65th, 64th, 62nd, 59th and Powell St TWSC at remaining intersections
3696 ft (0.7 mi)
44 ft
2 Transit St
No
No
No
Yes, at 61st, 63rd, and 66th St
Yes
Yes
Yes
No
No
Good
Good
Commercial
An Engineering & Traffic Survey was conducted along this stretch of Hollis St in 2016 and posted speed limit of 25 mph was adopted. However, speed limit signs were not replaced from 30 mph to 25 mph as required by CVC 22352 and 22357. Hence, the adopted speed limit is not currently effective.

Based on recent data collection, the 85th percentile speed is 32.5 mph. The 10 mph pace speed ranges from 22 mph to 33 mph and the collision rate is higher that the statewide average collision rate. This section of Hollis St experiences heavy pedestrian traffic and has an hospital and park fronting it. Hence, per CVC Section 22358.6 (c), (d), and Section 22358.8, the recommended speed limit is 25 mph.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

ǆƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

32.5 mph
84%

28.5 mph
22-33 mph
100
25 mph
CVC Section
Section 22358.8
5 mph
22358.6 (c), (d) &
21 4.63

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

ǆƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

32.5 mph
84%

28.5 mph
22-33 mph
100
25 mph
CVC Section
Section 22358.8
5 mph
22358.6 (c), (d) &
21 4.63

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

ǆƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

32.5 mph
84%

28.5 mph
22-33 mph
100
25 mph
CVC Section
Section 22358.8
5 mph
22358.6 (c), (d) &
21 4.63

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

ǆƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

32.5 mph
84%

28.5 mph
22-33 mph
100
25 mph
CVC Section
Section 22358.8
5 mph
22358.6 (c), (d) &
21 4.63

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

ǆƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

32.5 mph
84%

28.5 mph
22-33 mph
100
25 mph
CVC Section
Section 22358.8
5 mph
22358.6 (c), (d) &
21 4.63

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

ǆƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

32.5 mph
84%

28.5 mph
22-33 mph
100
25 mph
CVC Section
Section 22358.8
5 mph
22358.6 (c), (d) &
21 4.63

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

ǆƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

32.5 mph
84%

28.5 mph
22-33 mph
100
25 mph
CVC Section
Section 22358.8
5 mph
22358.6 (c), (d) &
21 4.63

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

ǆƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

32.5 mph
84%

28.5 mph
22-33 mph
100
25 mph
CVC Section
Section 22358.8
5 mph
22358.6 (c), (d) &
21 4.63

FINAL Project Report
Engineering & Traffic Survey
Iteris, Inc. | Appendix D
APPENDIX D – ANALYSIS OF 2024 E&TS NEW SURVEYED
SEGMENTS BASED ON AB 43 REQUIREMENTS
City of Emeryville
Analysis for Application of CVC Sections 22358.7 and 22358.9 to 2024 E&TS New Surveyed Segments Land Use Transit Factors
Presence of Ped/Bike
Infrastructure
Existing
Presence of Ped/Bike
Infrastructure
Proposed Per ATP
No less than 50 percent of
the contiguous property
fronting the highway consists
of retail or dining
commercial uses, including
outdoor dining, that open
directly onto sidewalks
adjacent to the highway.

Parking, including parallel,
diagonal, or perpendicular
spaces located alongside the
highway.

Traffic control signals or stop
signs regulating traffic flow
on the highway, located at
intervals of no more than
600 feet.

Marked crosswalks not
controlled by a traffic control
device.

In Business Activity District
(meets three or more
requirements)?
Employment Centers AC Transit - Bus Stops Sidewalks
Presence of Retail Crosswalks
Multi-use Trail, Park
Health/Medical Facilities
Employment Centers Emeryville Amtrack - Transit
Stops Sidewalks
Presence of Retail Crosswalks
Multi-use Trail Class IV Separated Bike
Lanes
Health/Medical Facilities
Employment Centers AC Transit - Bus Stops Sidewalks
Presence of Retail Crosswalks
Parks
Presence of Retail Sidewalks
Recreational Destinations Crosswalks
Multi-use Trail
Presence of Retail Sidewalks
Class IV Bike Lanes from
Hollis St to Emeryville
Greenway
Multi-use Trail - Crosswalks
Class IIIB Bike Lanes from
Emeryville Greenway to
Vallejo St
Class II from Hollis St to
Emeryville Greenway
Employment Centers AC Transit and Emeryground
Bus Stops Sidewalks Class IV Bike Lanes from La Coste St to Hollis St Crosswalks
Class II from Shellmound St
to Hollis St
Employment Centers Sidewalks
Employment Centers Sidewalks Class I Bike Lanes from Hollis St to San Pablo Ave
Presence of Retail Crosswalks
Park Class IIIB from Horton St to
Hollis St
School - Elementary School Class IIIB from Hollis St to San Pablo Ave
Employment Centers Emeryground - Bus Stops Sidewalks Class IIIB Halleck St to Emery St
Recreational Destination Crosswalks
Class IIIB Emery St to San
Pablo Ave
Employment Centers
Presence of Retail
Multi-use Trail
Notes:

1. CVC Section 22358.7(a)(2), CA MUTCD 2014, Revision 8: 12x A land or facility that generates high concentrations of bicyclists or pedestrians shall be defined as the portion of the highway where one or more of any of the generators listed in Table 2B-106(CA) are present within a distance of 1320 feet. 2024 ETS
Established
Speed Limit
(mph)
Qualification
for 5-mph
Speed
Reduction Per
AB43
Amended
Recommended
Speed Limit to
be
implemented
on July 1, 2024
# Street Segment Limits Comments
CVC Section 22358.7(a)(2) - High Bicycle/Pedestrian Concentration CVC Section 22358.9 - Business Activity District Requirements Existing Speed
Limit (mph)
6 65th St La Coste St to
Hollis St No Yes No
5 65th St Hollis St to Vallejo
St No Yes No
Though this corridor is eligible for 5-mph speed reduction due to the presence of high ped/bike generators within 1320 ft throughout the corridor, the segment west of Hollis St will not be reduced due to signal timing changes needed at the Quiet Zone crossing at 65th Street.

No No 25 25 Yes 25
25 Yes 20
High Ped/Bike Generators within 1320 ft throughout the corridor, especially the Emeryville Greenway Trail crossing.

Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. The speed limit established by the 2024 E&TS can serve as the baseline for which this reduction can be applied.

No No 25
Yes No 25 20 Yes
High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. The speed limit established by the 2024 E&TS can serve as the baseline for which this reduction can be applied.
3 Christie Ave 65th St to Powell St No Yes No
Yes No 25 20 Yes
High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. The speed limit established by the 2024 E&TS can serve as the baseline for which this reduction can be applied.
2 Horton St 62nd St to 40th St No Yes No
30 No
There are very few high ped/bike generators along Powell St. This corridor does not qualify for an additional 5-mph speed reduction per CVC Section 22358.7(a)(2) - “Land or facility that generates high concentrations of bicyclists or pedestrians”, however, it may qualify under CVC Section 22358.7(a)(1) - "Safety Corridor", upon further analysis. 4 Powell St 30 I-80 Frontage Rd to
Vallejo St - No No No
No
The retail and employment centers face Christie Ave, La Coste St is mainly used to access parking facilities. This corridor does not qualify for speed reductions under CVC Sections 22358.7 & 22358.9. Additionally, this street is planned to be turned into a park URG-03.
7 La Coste St 65th St to 64th St - No No No 25
1 Hollis St 67th St to Powell St No Yes No
10 Frontage Rd No No 25 Powell St to Point
Emery Ln - - - No No No
No No 25
Yes No 30
9 Park Ave Halleck St to San
Pablo Ave No 25 Yes
- No 25
Yes No Yes No
8 53rd St 20 Horton St to San
Pablo Ave Yes No No No Yes 15
20 25
High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. The speed limit established by the 2024 E&TS can serve as the baseline for which this reduction can be applied.
25 25
15 -
-
-
-
-
20 High Ped/Bike Generators within 1320 ft throughout the corridor, especially the elementary and high schools at the east end. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. The speed limit established by the 2024 E&TS can serve as the baseline for which this reduction can be applied.

Yes No 30 25 No
There are several facilities that are high Ped/Bike Generators within 1320 ft throughout the corridor.Per CVC Section 22358.6(e), the speed reduction shall not exceed

12.4-mph from the 85th-percentile speed. Given that the 85th percentile speed is 32.5 and further reduction in speed per CVC Section 22358.7(a)(2) - “Land or facility that generates high concentrations of bicyclists or pedestrians”, would result in exceeding the speed reduction threshold, this corridor does not qualify for the additional 5-mph speed reduction.
25 No
There are employment centers and retail businesses at the south end of the corridor, however, there are no ped/bike generators or facilities along the rest of the corridor. SF Bay trail runs parrallel to the corridor and provides a separate ped/bike path. This corridor does not qualify for speed reductions under CVC Sections 22358.7 & 22358.9.
25

Emeryville City CouncilJuly 2, 2024

Emeryville City Council
July 2, 2024