East Palo Alto City Council October 3, 2023, Agenda
EAST PALO ALTO CITY COUNCIL
REGULAR MEETING AMENDED AGENDA
October 3, 2023, 6:30 p.m.
EPA Government Center
2415 University Ave, First Floor
East Palo Alto, CA 94303
NOTICE
This meeting will be held virtually and in- person at the Council Chambers located on 2415 University Ave, First Floor East Palo Alto, CA 94303. The virtual portion of this City Council meeting will be conducted in accordance with City of East Palo Alto Resolution adopted pursuant to Assembly Bill 361.
The public may participate in the City Council Meeting via Zoom Meeting or by attending in-person in the Council Chambers at 2415 University Ave, First Floor East Palo Alto, CA 94303. Community members may provide comments by emailing [email protected], submitting a speaker card at the meeting, or using the RAISE HAND feature when the Mayor or City Clerk call for public comment. Emailed comments should include the specific agenda item on which you are commenting. https://us06web.zoom.us/j/86285195342
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International numbers available: https://zoom.us/u/aMWYF4KT 1 East Palo Alto City Council October 3, 2023, Agenda
1. CALL TO ORDER AND ROLL CALL
2. APPROVAL OF THE AGENDA
3. APPROVAL OF CONSENT CALENDAR
3.1 Proposed Increase to the City's Local Minimum Wage by the Consumer Price Index
Recommendation: Adopt a resolution confirming:
1. The adjusted Local Minimum Wage of $17.10 per hour for all employers in the City of East Palo Alto to be effective January 1, 2024; and
2. The bulletin to be finalized and distributed to employers in the City of East Palo Alto.
3.2 City Wide Engineering and Traffic Survey for Speed Limits Recommendation: Approving and adopting the 2023 Engineering and Traffic Survey
3.3 City’s Response to the San Mateo County’s Grand Jury Report “Bike Safety in San Mateo County: Making Bicycling Safer in San Mateo County”
Recommendation: Adopt a resolution approving the City’s response to the San Mateo County’s Civil grand jury report “Bike Safety in San Mateo County: Making Bicycling Safer in San Mateo County”.
3.4 Memorandum of Understanding between the City of East Palo Alto and East Palo Alto Police Officer’s Association (POA),
Management
Employees’ Association (MEA), and Service Employee’s
International Union, Local 521 (SEIU)
Recommendation: Adopt a Resolution:
1. Authorizing the City Manager to execute a Memorandum of Understanding between the City of East Palo Alto and East Palo Alto Police Officer’s Association (POA) for FY 2022-24, Management Employees’ Association (MEA) for August 1, 2022- December 31, 2023, and Service Employee’s International Union, Local 521 (SEIU) for August 1, 2022- December 31, 2023.
2. Authorizing the City Manager to make non-substantive changes or clerical
corrections to Memorandums of Understanding (MOUs) for
bargaining units without the need for further approval from City Council. Non-substantive changes are defined as
modifications that do not alter the fundamental terms, intent, or obligations outlined in the original MOUs.
2 East Palo Alto City Council October 3, 2023, Agenda
3.5 Designate the Responsibility, Authority, and set process and procedures for the determination of disability retirements for Safety Employees to meet new CalPERS requirements
Recommendation: Adopt a Resolution:
1. Designating the Responsibility and Authority to Determination of Disability Retirements to the City Manager; and
2. Updating the Process and Procedures in the Determination of Disability Retirements for Safety Employees
3.6 Indigenous Peoples' Day Proclamation
4. CLOSED SESSION
4.1 Conference With Labor Negotiators
(Government Code Section 54957.6)
Agency Designated Representatives: Brenna Row, Renne Sloan Holtzman Sakai LLP, Melvin Gaines, City Manager, John Le, City Attorney, Tomohito Oku, Finance Director and Ana TorresMondragon, Human Resources Manager Employee Organizations: East Palo Alto Service Employees International Union Local 521, and East Palo Alto Management Employees Association
5. PUBLIC COMMENT
6. INFORMATIONAL REPORTS - NONE
7. SPECIAL PRESENTATIONS - NONE
8. PUBLIC HEARINGS - NONE
9. POLICY AND ACTION
9.1 Status Update of Business Discovery and Amnesty Program and Direction from Council on Enhance Enforcement Program Related to Business Licenses
Recommendation:
Provide direction to the City Manager on what and how to begin an enhanced enforcement phase of the Business Discovery and Compliance program.
3 East Palo Alto City Council October 3, 2023, Agenda
10. STUDY SESSION
10.1 East Palo Alto Opportunity to Purchase Act Study Session Recommendation:
Provide recommended revisions to draft ordinance and direct staff to return with a revised draft ordinance titled “East Palo Alto Opportunity to Purchase Act” (“EPA OPA” or “Ordinance”) for introduction (first reading) in a public hearing.
11. COUNCIL REPORTS
12. ADJOURNMENT
This AGENDA is posted in accordance with Government Code Section 54954.2(a) This Notice of Availability of Public Records: All public records relating to an open session item which are not exempt from disclosure pursuant to the Public Records Act, that are distributed to the majority of the City Council will be available for public inspection at the City Clerk’s Office, 2415 University Avenue, East Palo Alto, CA at the same time that the public records are distributed or made available to the City Council. Such documents may also be available on the East Palo Alto website www.cityofepa.org subject to staff’s ability to post the documents prior to the meeting. Information may be obtained by calling (650) 853-3100.
The City Council meeting packet may be reviewed by the public in the Library or the City Clerk's Office. Any writings or documents pertaining to an open session item provided to a majority of the City Council less than 24 hours prior to the meeting, shall be made available for public inspection at the front counter at the City Clerk's Office, 2ND Floor, City Hall, 2415 University Avenue, East Palo Alto, California 94303 during normal business hours. Information distributed to the Council at the Council meeting becomes part of the public record. A copy of written material, pictures, etc. should be provided for this purpose.
East Palo Alto City Council Chambers is ADA compliant. Requests for disability related modifications or accommodations, aids or services may be made by a person with a disability to the City Clerk's office at (650) 853-3127 no less than 24 hours prior to the meeting as required by Section 202 of the Americans with Disabilities Act of 1990 and the federal rules and regulations adopted in implementation thereof.
DECLARATION OF POSTING
This Notice is posted in accordance with Government Code §54954.2(a) or §54956. Members of the public can view electronic agendas and staff reports by accessing the City website. Under penalty of perjury, this Agenda was posted to the public at least 24 hours prior to the meeting.
POSTED: September 23, 2023
AMENDED: September 28, 2023
ATTEST:
James Colin
City Clerk
4 East Palo Alto City Council October 3, 2023, Agenda
Upcoming meetings:
Regular Meeting October 17, 2023 6:30 p.m.
Regular Meeting November 7, 2023 6:30 p.m.
Study Session November 14, 2023 6:00 p.m.
5 CONSENT ITEM 3.1
EAST PALO ALTO
CITY COUNCIL
STAFF REPORT
DATE: October 3, 2023
TO: Honorable Mayor and Members of the City Council
VIA: Melvin E. Gaines, City Manager
BY: Jessica Y. Caballero, Management Analyst II
SUBJECT: Proposed Increase to the City's Local Minimum Wage by the Consumer Price Index Recommendation
Adopt a resolution:
1. Adjusting the Local Minimum Wage of $17.10 per hour for all employers in the City of East Palo Alto to be effective January 1, 2024; and
2. Directing staff to finalize and distribute a bulletin concerning the change to employers in the City of East Palo Alto.
Alignment with City Council Strategic Plan
This recommendation is primarily aligned with:
Priority No. 1: Promote Housing, Economic and Workforce Development Background
On September 1, 2020, the City Council adopted an ordinance, set forth as Attachment 2 to this staff report, a Local Minimum Wage Ordinance (LMWO), codified at East Palo Alto Municipal Code Section 5.10.010 et seq., of $15 per hour for all employers in the City of East Palo Alto to be effective January 1, 2021. Each year the hourly rate increases are adjusted annually by the Consumer Price Index (CPI).
On October 4, 2022, the City Council adopted a resolution confirming the Local Minimum Wage was increased to $16.50, effective January 1, 2023. A City webpage was created to describe the Ordinance adopted and to make updated materials available online (Webpage link: https://www.ci.east-palo-alto.ca.us/econdev/page/local-minimum-wage). 6 CONSENT ITEM 3.1
The purpose of this staff report is to provide an update to City Council on the annual increase that will take place on January 1, 2024.
Analysis
An escalator was built into the LMWO so that the hourly wage can be simply updated each year. Section 5.10.030.B of the East Palo Alto Municipal Code provides:
“Beginning on January 1, 2022, and each January thereafter, the minimum wage shall increase by a percentage amount equal to the prior year's increase, if any, in the Consumer Price Index (CPI) for San Francisco-Oakland-San José, as determined by the United States Department of Labor. The change shall be calculated by using the August to August change in the CPI to calculate the annual increase, if any, and rounded to the nearest nickel. A decrease in the CPI shall not result in a decrease in the minimum wage.”
On September 13, 2023, City staff accessed the Consumer Price Index for the San Francisco Area1, and the report shows area prices were unchanged over the past two months, up 3.4 percent from a year ago. Prices in the San Francisco area, as measured by the Consumer Price Index for All Urban Consumers (CPI-U), remained unchanged for the two months ending in August 2023, the U.S. Bureau of Labor Statistics reported (see attachment 3 for further tables and information).
Using this CPI report, the updated Local Minimum Wage calculation is as follows:
$16.50 X 3.4% = $0.5610
$0.5610 is rounded up to $0.60
$16.50 + $0.60 = $17.10
Next Steps
The City must publish and make available to employers a bulletin notice announcing the adjusted minimum wage rate by November 1st, in order to take effect January 1 of the following year (EPAMC section 5.10.040A.). Staff are drafting outreach materials to inform the business community and other stakeholders of the new requirements related to the LMWO.
Please see draft bulletin notice under Attachment 4 of this staff report. 1 Western Information Office, U.S. Bureau of Labor Statistics (bls.gov) Consumer Price Index, San Francisco Area August 2023:
https://www.bls.gov/regions/west/news-release/consumerpriceindex_sanfrancisco.htm 7 CONSENT ITEM 3.1
Update on Assembly Bill 257
On September 5, 2022, the Governor signed AB 257, or the FAST Act, also known as Fast Food Recovery Act. AB 257 was proposed to go into effect in January 2023 however, the bill was placed on temporary hold due to a statewide referendum. This law cannot be implemented unless it wins a ballot vote in November 2024. The FAST Act would give the Fast Food Council authority to establish minimum standards for the fast-food industry on wages, working hours, and other working conditions related to employees’ health, safety, and welfare. If AB 257 passes and the Fast Food Council raises the minimum wage for eligible workers, City staff will update the City’s website, accordingly.
Fiscal Impact
There is no fiscal impact associated with the contents of this staff report.
Public Notice
The public was provided notice by making the agenda and report available on the City’s website and on a bulletin board located at City Hall: 2415 University Avenue, East Palo Alto.
Environmental
The action being considered does not constitute a “Project” within the meaning of the California Environmental Quality Act (CEQA), pursuant to CEQA Guideline section 15378 (b)(5), in that it is a government administrative activity that will not result in direct or indirect changes in the environment.
Attachments
1. Resolution
2. Local Minimum Wage Ordinance
3. News Release of U.S. Bureau of Labor Statistics Report
4. DRAFT LMWO Noticing Materials for 2024
8 RESOLUTION NO. XX – 2023
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF EAST PALO ALTO
ADJUSTING LOCAL MINIMUM WAGE RATE TO BE EFFECTIVE JANUARY 1, 2024 WHEREAS, on September 1, 2020, the City Council adopted the Local Minimum Wage Ordinance (codified at Section 5.10.010 et seq. of the East Palo Alto Municipal Code; and WHEREAS, the Local Minimum Wage Ordinance provides that beginning on January 1, 2022, and each January thereafter, the minimum wage shall increase by a percentage amount equal to the prior year's increase, if any, in the Consumer Price Index for San Francisco-Oakland-San José, as determined by the United States Department of Labor; and WHEREAS, the Consumer Price Index for the San Francisco Area, August 2023 report, from the United States Bureau of Labor Statistics shows area prices rose 3.4 percent from August 2022; and WHEREAS, the Local Minimum Wage Ordinance provides that by November 1 of each year the City shall publish and make available to employers a bulletin announcing adjustments to the minimum wage rate to take effect January 1 of the following year.
NOW, THEREFORE, BE IT RESOLVED THAT THE CITY COUNCIL OF THE CITY OF EAST PALO ALTO HEREBY:
1. Finds the foregoing recitals are true and correct, and are incorporated by this reference into this action;
2. Adjusts the Local Minimum Wage of $17.10 per hour for all employers in the City of East Palo Alto to be effective January 1, 2024; and
3. Directs staff to finalize and distribute a bulletin concerning the change to employers in the City of East Palo Alto.
PASSED AND ADOPTED this 3rd day of October 2023, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Lisa Gauthier, Mayor
ATTEST: APPROVED AS TO FORM:
James Colin, City Clerk John D. Lê, City Attorney
9 10
11 12
13 14
15 Western Information Office
News Release Information
23-2005-SAN
Wednesday, September 13, 2023
Contacts
Technical information:
(415) 625-2270
[email protected]
www.bls.gov/regions/west
Media contact:
(415) 625-2270
Related Links
CPI historical databases
Bureau of Labor Statistics Geographic Information Western News Release Consumer Price Index, San Francisco Area — August 2023
Area prices were unchanged over the past two months, up 3.4 percent from a year ago Prices in the San Francisco area, as measured by the Consumer Price Index for All Urban Consumers (CPI-U), were unchanged for the two months ending in August 2023, the U.S. Bureau of Labor Statistics reported today. (See table A.) Regional Commissioner Chris Rosenlund noted that a decrease in shelter prices helped offset higher prices for energy. (Data in this report are not seasonally adjusted. Accordingly, month-to-month changes may reflect seasonal influences.) Over the last 12 months, the CPI-U advanced 3.4 percent. (See chart 1 and table A.) Food prices increased 4.5 percent. Energy prices declined 2.1 percent, largely the result of a decrease in the price of natural gas service. The index for all items less food and energy rose 3.6 percent over the year. (See table 1.) View Chart Data
Food
Food prices increased 0.1 percent for the two months ending in August. (See table 1.) Prices for food at home decreased 0.2 percent, with lower prices in three of the six grocery categories. Prices for food away from home increased 0.8 percent for the same period.
Over the year, food prices increased 4.5 percent. Prices for food at home rose 3.5 percent since a year ago, with higher prices in all six grocery categories. Prices for food away from home advanced 6.4 percent.
Energy
The energy index advanced 5.9 percent for the two months ending in August. The increase was mainly due to higher prices for gasoline (5.9 percent). Prices for natural gas service rose 6.2 percent, and prices for electricity increased 5.8 percent for the same period.
Energy prices declined 2.1 percent over the year, largely due to lower prices for natural gas service (-16.8 percent). Prices for gasoline declined 5.3 percent, but prices paid for electricity increased 12.3 percent during the past year.
All items less food and energy
The index for all items less food and energy decreased 0.4 percent in the latest two-month period. Lower prices for new and used motor vehicles (-1.6 percent) and shelter (-0.7 percent) were partially offset by higher prices for other goods and services (5.2 percent) and medical care (0.8 percent).
Over the year, the index for all items less food and energy rose 3.6 percent. Components contributing to the increase included recreation (6.1 percent) and shelter (4.0 percent).
Partly offsetting the increases was a price decrease in medical care (-0.1 percent).
Table A. San Francisco-Oakland-Hayward, CA, CPI-U 2-month and 12-month percent changes, all items index, not seasonally adjusted Month
2019 2020 2021 2022 2023
2-month 12-month 2-month 12-month 2-month 12-month 2-month 12-month 2-month 12-month February 0.5 3.5 0.9 2.9 0.5 1.6 1.4 5.2 1.8 5.3
April 1.2 4.0 -0.5 1.1 1.7 3.8 1.5 5.0 0.4 4.2
June 0.2 3.2 0.7 1.6 0.0 3.2 1.7 6.8 0.5 2.9
August 0.1 2.7 0.0 1.6 0.5 3.7 -0.5 5.7 0.0 3.4
October 1.0 3.0 0.5 1.1 0.7 3.8 1.0 6.0
December -0.5 2.5 0.4 2.0 0.8 4.2 -0.3 4.9
The October 2023 Consumer Price Index for the San Francisco area is scheduled to be released on November 14, 2023.
U.S. BUREAU OF LABOR STATISTICS
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Western Home Western Geography Western Subjects Western Archives Contact Western 16 Technical Note
The Consumer Price Index (CPI) is a measures of the average change in prices over time in a fixed market basket of goods and services. The Bureau of Labor Statistics publishes CPIs for two population groups: (1) a CPI for All Urban Consumers (CPI-U) which covers approximately 93 percent of the total U.S. population and (2) a CPI for Urban Wage Earners and Clerical Workers (CPI-W) which covers approximately 29 percent of the total U.S. population. The CPI-U includes, in addition to wage earners and clerical workers, groups such as professional, managerial, and technical workers, the self-employed, short-term workers, the unemployed, and retirees and others not in the labor force.
The CPI is based on prices of food, clothing, shelter, and fuels, transportation fares, charges for doctors' and dentists' services, drugs, and the other goods and services that people buy for day-to-day living. Each month, prices are collected in 75 urban areas across the country from about 6,000 housing units and approximately 22,000 retail establishments—department stores, supermarkets, hospitals, filling stations, and other types of stores and service establishments. All taxes directly associated with the purchase and use of items are included in the index.
The index measures price changes from a designated reference date; for most of the CPI-U the reference base is 1982-84 equals 100. An increase of 7 percent from the reference base, for example, is shown as 107.000. Alternatively, that relationship can also be expressed as the price of a base period market basket of goods and services rising from $100 to $107. For further details see the CPI home page on the internet at www.bls.gov/cpi and the CPI section of the BLS Handbook of Methods available on the internet at www.bls.gov/opub/hom/cpi/.
In calculating the index, price changes for the various items in each location are averaged together with weights that represent their importance in the spending of the appropriate population group. Local data are then combined to obtain a U.S. city average. Because the sample size of a local area is smaller, the local area index is subject to substantially more sampling and other measurement error than the national index. In addition, local indexes are not adjusted for seasonal influences. As a result, local area indexes show greater volatility than the national index, although their long-term trends are quite similar. NOTE: Area indexes do not measure differences in the level of prices between cities; they only measure the average change in prices for each area since the base period.
The San Francisco-Oakland-Hayward, CA. metropolitan area covered in this release is comprised of Alameda, Contra Costa, Marin, San Francisco, San Mateo Counties in the State of California.
Information in this release will be made available to individuals with sensory impairments upon request. Voice phone: 202-691-5200; Telecommunications Relay Service: 7-1-1.
Table 1. Consumer Price Index for All Urban Consumers (CPI-U): Indexes and percent changes for selected periods San Francisco-Oakland-Hayward, CA (1982-84=100 unless otherwise noted) Item and Group
Indexes Percent change fromHistorical
data
Jun.
2023
Jul.
2023
Aug.
2023
Aug.
2022
Jun.
2023
Jul.
2023
Expenditure category
All items 340.056 - 340.094 3.4 0.0 -
All items (1967=100) 1,045.427 - 1,045.544 - - -
Food and beverages 362.310 - 363.484 4.5 0.3 -
Food 365.879 - 366.277 4.5 0.1 -
Food at home 332.099 329.977 331.589 3.5 -0.2 0.5
Cereals and bakery products 334.938 333.198 326.609 5.7 -2.5 -2.0 Meats, poultry, fish, and eggs 351.767 349.429 354.085 0.6 0.7 1.3 Dairy and related products 330.449 339.469 338.521 0.2 2.4 -0.3 Fruits and vegetables 420.164 423.903 416.407 3.0 -0.9 -1.8 Nonalcoholic beverages and beverage materials(1) 242.179 244.519 239.132 6.6 -1.3 -2.2 Other food at home 297.949 288.132 298.757 6.1 0.3 3.7
Food away from home 403.309 - 406.376 6.4 0.8 -
Alcoholic beverages 323.959 - 333.818 4.5 3.0 -
Housing 393.011 - 391.561 3.8 -0.4 -
Shelter 439.713 439.469 436.689 4.0 -0.7 -0.6
Rent of primary residence(2) 501.714 501.917 501.255 5.2 -0.1 -0.1 Owners' equiv. rent of residences(2)(3) 470.221 469.519 467.028 3.8 -0.7 -0.5 Owners' equiv. rent of primary residence(1)(2) 470.221 469.519 467.028 3.8 -0.7 -0.5 Fuels and utilities 542.198 - 568.379 3.3 4.8 -
Household energy 494.459 519.453 523.691 1.7 5.9 0.8
Energy services(2) 496.170 521.127 525.493 2.0 5.9 0.8
Electricity(2) 583.916 617.731 617.731 12.3 5.8 0.0
Utility (piped) gas service(2) 347.027 357.446 368.634 -16.8 6.2 3.1 Household furnishings and operations 174.497 - 171.606 2.7 -1.7 - Apparel 119.619 - 117.759 4.8 -1.6 -
Footnotes
(1) Indexes on a December 1977=100 base.
(2) This index series was calculated using a Laspeyres estimator. All other item stratum index series were calculated using a geometric means estimator. (3) Indexes on a December 1982=100 base.
(4) Special index based on a substantially smaller sample. (5) Indexes on a December 1993=100 base.
(6) Indexes on a December 1997=100 base.
- Data not available
NOTE: Index applies to a month as a whole, not to any specific date. 17 Item and Group
Indexes Percent change fromHistorical
data
Jun.
2023
Jul.
2023
Aug.
2023
Aug.
2022
Jun.
2023
Jul.
2023
Transportation 253.801 - 254.009 -0.9 0.1 -
Private transportation 254.828 - 255.641 -0.2 0.3 -
New and used motor vehicles(4) 123.382 - 121.463 0.3 -1.6 - New vehicles(1) 196.599 - 196.016 1.6 -0.3 -
Used cars and trucks(1) 365.567 - 359.111 -6.3 -1.8 -
Motor fuel 350.034 351.675 370.944 -5.2 6.0 5.5
Gasoline (all types) 347.817 349.448 368.512 -5.3 5.9 5.5 Gasoline, unleaded regular(4) 347.795 349.515 368.820 -5.4 6.0 5.5 Gasoline, unleaded midgrade(4)(5) 325.069 326.216 343.435 -5.3 5.6 5.3 Gasoline, unleaded premium(4) 329.910 331.149 348.359 -4.9 5.6 5.2 Medical care 586.550 - 591.060 -0.1 0.8 -
Recreation(6) 144.946 - 145.580 6.1 0.4 -
Education and communication(6) 161.181 - 161.488 4.6 0.2 - Tuition, other school fees, and child care(1) - - - - - - Other goods and services 597.863 - 629.145 12.5 5.2 -
Commodity and service group
All items 340.056 - 340.094 3.4 0.0 -
Commodities 235.879 - 235.609 1.8 -0.1 -
Commodities less food & beverages 169.274 - 168.637 -0.4 -0.4 - Nondurables less food & beverages 222.949 - 225.002 -0.1 0.9 - Durables 118.316 - 116.655 0.1 -1.4 -
Services 427.816 - 428.124 4.2 0.1 -
Special aggregate indexes
All items less medical care 329.803 - 329.675 3.7 0.0 - All items less shelter 301.076 - 302.755 3.0 0.6 -
Commodities less food 176.465 - 176.054 -0.2 -0.2 -
Nondurables 294.488 - 296.189 2.8 0.6 -
Nondurables less food 231.128 - 233.700 0.3 1.1 -
Services less rent of shelter(3) 434.681 - 441.080 4.6 1.5 - Services less medical care services 416.837 - 416.663 4.6 0.0 - Energy 409.205 420.409 433.524 -2.1 5.9 3.1
All items less energy 340.909 - 339.847 3.7 -0.3 -
All items less food and energy 337.907 - 336.662 3.6 -0.4 - Footnotes
(1) Indexes on a December 1977=100 base.
(2) This index series was calculated using a Laspeyres estimator. All other item stratum index series were calculated using a geometric means estimator. (3) Indexes on a December 1982=100 base.
(4) Special index based on a substantially smaller sample. (5) Indexes on a December 1993=100 base.
(6) Indexes on a December 1997=100 base.
- Data not available
NOTE: Index applies to a month as a whole, not to any specific date.
Last Modified Date: Wednesday, September 13, 2023
U.S. BUREAU OF LABOR STATISTICS Western Information Office Attn: EA & I, 90 Seventh Street Suite 14-100 San Francisco, CA 94103-6715
Telephone:1-415-625-2270 www.bls.gov/regions/west Contact Western Region 18 DRAFT
East Palo Alto Government Center – 2415 University Avenue, East Palo Alto, CA 94303 – 650.853.3100
CITY OF EAST PALO ALTO
POST WHERE EMPLOYEE MAY READ EASILY
VIOLATORS SUBJECT TO PENALTIES
OFFICIAL NOTICE
EAST PALO ALTO MINIMUM WAGE RATE IS
$17.10
per hour
Effective January 1, 2024
Per the Chapter 5.10 of the East Palo Alto Municipal Code - MINIMUM WAGE ORDINANCE - Beginning January 1, 2021, when this ordinance took effect, employers must pay to each employee who performs at least two (2) hours of work per week in East Palo Alto.
Effective January 1, 2024, the minimum wage is no less than $17.10 per hour.
The minimum wage requirement set forth in the East Palo Alto Minimum Wage Ordinance applies to adult AND minor employees who work two (2) or more hours per week (tips not included). Beginning January 1, and annually thereafter, the City will adjust the minimum wage based on the Regional Consumer Price Index.
Under the Ordinance, employees who assert their rights to receive the City’s minimum wage are protected from retaliation. Employees may file a civil lawsuit against their employers for any violation of the Ordinance or may file a complaint with the Office of Economic Development. The City will investigate possible violations and will require access to payroll records. The City will enforce violations of the minimum wage ordinance by ordering reinstatement of employees, payment of back wages unlawfully withheld and penalties.
If you have questions, need additional information or believe you are not being paid correctly, contact your employer or the Office of Economic Development at:
East Palo Alto Office of Economic Development
1960 Tate St, East Palo Alto, CA 94303
Phone: (650) 853-3100
Email: [email protected]
Este folleto también está disponible en español. This flyer is also available in Spanish.
Employers are responsible for translating this notice into languages spoken by 5% or more of their employees. 19 DRAFT
East Palo Alto Government Center – 2415 University Avenue, East Palo Alto, CA 94303 – 650.853.3100
CITY OF EAST PALO ALTO
PUBLICAR DONDE EL EMPLEADO PUEDA LEER FÁCILMENTE
INFRACTORES SUJETOS A SANCIONES
AVISO OFICIAL
EL SALARIO MÍNIMO EN EAST PALO ALTO ES
$17.10
por hora
A partir del 1 de enero de 2024
Según el Capítulo 5.10 del Código Municipal de East Palo Alto - ORDENANZA DE SALARIO MÍNIMO - A partir del 1 de Enero de 2021, los empleadores deben pagar a cada empleado que labore al menos dos (2) horas de trabajo por semana en East Palo Alto.
A partir del 1 de enero de 2024, el salario mínimo no es menos de $17.10 por hora.
El salario mínimo establecido en la Ordenanza de Salario Mínimo de East Palo Alto se aplica a los empleados adultos y menores de edad que laboran dos (2) horas o más por semana (propinas no incluidas). Empezando el 1 de enero, y anualmente después de esta fecha, la Ciudad ajustará el salario mínimo basado en el Índice Regional de Precios al Consumidor.
Bajo la Ordenanza, los empleados que hagan valer sus derechos para recibir el salario mínimo de la Ciudad están protegidos contra retaliación. Los empleados pueden presentar una demanda civil en contra de su empleador por cualquier incumplimiento de la ordenanza o pueden presentar una queja ante la Oficina de Desarrollo Económico de la Ciudad. La Ciudad investigará posibles infracciones o incumplimientos y requerirá acceso a los registros de nómina. La Ciudad hará cumplir cualquier violación de la Ordenanza de Salario Mínimo de la Ciudad de East Palo Alto exigiendo la reincorporación de los empleados, el pago de salarios atrasados, ilícitamente retenidos, y multas.
Si tiene preguntas, necesita información adicional o si cree que no se le están pagando correctamente, póngase en contacto con su empleador o con la Oficina de Desarrollo Económico en:
Oficina de Desarrollo Económico de la Ciudad de East Palo Alto 1960 Tate St., East Palo Alto, CA 94303
Teléfono: (650) 853-3100
Correo Electrónico: [email protected]
20 CONSENT ITEM 3.2
EAST PALO ALTO
CITY COUNCIL
STAFF REPORT
DATE: October 3, 2023
TO: Honorable Mayor and Members of the City Council
VIA: Melvin E. Gaines, City Manager
BY: Humza Javed, Public Works Director
SUBJECT: City Wide Engineering and Traffic Survey for Speed Limits Recommendation
Adopt a resolution:
1. Approving and adopting the 2023 Engineering and Traffic Survey;
2. Establish new and reaffirming existing speed limits within the City of East Palo Alto, including increasing it from 25 mph to 30 mph along University Avenue, between Bay Road and Notre Dame Avenue; and
3. Finding that establishment and posting of all new and existing speed limits is categorically exempt from the Section 15301 (Existing Facilities) of the California Environmental Quality Act.
Background
In accordance with the California Vehicle Code and procedures established by the California State Department of Transportation, each jurisdiction is required, at least once every five (5), seven (7) or ten (10) years, to re-evaluate its speed limits that are intended to be enforced by the use of electronic devices (radar or laser). The engineering consulting firm TJKM was retained to perform this work. The attached 2023 Engineering and Traffic Survey for Speed Limits was reviewed by the Public Works and Transportation Commission (PWTC) on April 19, 2023. The PWTC has recommended the Engineering and Traffic Survey for City Council approval.
City Council approval and adoption is necessary in order to allow for the proper enforcement of posted speed limits. There is one recommended change to the speed limit on University Avenue from Bay Road to Notre Dame Avenue to 30MPH. There is no other speed limit change to any other segment in the City.
21 CONSENT ITEM 3.2
Analysis
The orderly movement of traffic on City streets requires the establishment of reasonable speed limits allowing for the enforcement of vehicular speeds that are deemed unreasonable for the conditions of the roadway. The procedures and regulations governing the establishment of speed limits are described within the attached 2023 Engineering and Traffic Survey for Speed Limits. This document, as prepared by TJKM, the City’s on-call traffic engineering consulting firm, details all of the extensive data collection and analysis performed and recommends the establishment of speed limits throughout the community.
The procedures followed for the Engineering and Traffic Survey include the collection of vehicular speed data as collected at 12 different segments within the City. The survey data was analyzed to determine the 85th percentile and 10 MPH pace of vehicle speeds, the primary factors used for recommending speed limits. The California Manual on Uniform Traffic Control Devices (MUTCD) states that speed limits are established at or near the 85th percentile speed, which is defined as that speed at or below which 85 percent of the traffic is moving. From experience, traffic engineers have also found that this is one of the most reliable factors in determining appropriate speed limits and is considered a measure of the safe driving behavior of a reasonable person. The 10 MPH pace is that continuous incremental range of speeds in which the largest number of recorded vehicles is contained. For this element, the accepted practice, to the greatest extent possible, is to try to keep the recommended speed limit within the 10 MPH pace after considering the 85th percentile speed. Taken together, the establishment of speed limits from this data confirms that the vast majority of drivers are operating within a consistent speed range.
In addition to the statistical data collected during the speed zone survey, a field review of related road/traffic variables was also conducted which considers existing conditions that may warrant a lower speed than is actually indicated by the application of survey data. Other factors considered as part of the evaluation include, but are not limited to: the most recent three-year traffic collision history record, roadway conditions, traffic flow characteristics, level of pedestrian activity, driver sight distance constraints and adjacent land uses.
Based on the survey and field data collected, an increase of 5 mph in speed limit is recommended for one roadway segment - University Avenue from Bay Road to Notre Dame Avenue. Details about this segment are summarized as follows:
University Avenue from Bay Road to Notre Dame Avenue
The existing posted speed limit signs are 25 mph in this segment. The critical speed is 37 mph, which is 12 mph above the existing speed limit of 25mph, warranting a speed limit of 35 mph when rounded to the nearest 5 mph increment below the critical speed. However, the roadway provides access to the East Palo Alto Library and residential streets, and is within 0.5-mile walking distance of an elementary school and 1.0-mile walking distance of a middle school.
The segment also features bike lanes on both sides and a continuous sidewalk on one side of the roadway. As such, TJKM recommends a speed limit of 30 mph per CVC Section 22358.7.
Additionally, due to the surrounding land uses and mid-block crosswalks along the segment, 22 CONSENT ITEM 3.2
pedestrian advisory signs and other speed reduction strategies have been implemented along the segment.
Based on the speed survey, there are no other speed limit changes warranted to any other segments in the City. The reason centers on various factors including the fact that the newly measured values of the 85th percentile and the 10 MPH pace are still within the parameters of the existing speed limits. Additional factors include residential density, pedestrian/bicycle safety, and the presence of horizontal or vertical curves reducing sight distance.
On April 19, 2023, the PWTC recommended the Council approve of the 2023 Engineering and Traffic Survey.
Fiscal Impact
Four signs will need to be replaced. The cost of the installation of these signs is estimated to be less than $2,000 and is included within the current public works maintenance budget.
Environmental
The action being considered is categorically exempt CEQA under Section 15301 (Existing Facilities) of the California Environmental Quality Act.
Attachments
1. Resolution
2. 2023 Engineering and Traffic Survey
23 RESOLUTION NO. XX-2023
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF EAST PALO ALTO
ACCEPTING AND ADOPTING THE 2023 ENGINEERING AND TRAFFIC SURVEY WHEREAS, in accordance with the California Vehicle Code and procedures established by the California State Department of Transportation, each jurisdiction is required, at least once every five (5), seven (7) or ten (10) years, to re-evaluate its speed limits that are intended to be enforced by the use of electronic devices (radar or laser); and
WHEREAS, the City utilized its on-call transportation firm, TJKM to perform an Engineering and Traffic Survey throughout the City to re-evaluate all speed limits in the City; and WHEREAS, the 2023 Engineering and Traffic Survey recommends affirming all existing speed limits in the City and establishing a new speed limit on University Avenue from Bay Road to Purdue Avenue be increased from 25 MPH to 30 MPH; and
WHEREAS, the Public Works and Transportation Commission, at its April 19, 2023 meeting, recommended the City Council adopt the 2023 Engineering and Traffic Survey.
NOW, THEREFORE, BE IT RESOLVED THAT THE CITY COUNCIL OF THE CITY OF EAST PALO ALTO HEREBY:
1. Finds the foregoing recitals are true and correct, and are incorporated by this reference into this action;
2. Approves and adopts the 2023 Engineering and Traffic Survey;
3. Establishes new and reaffirming existing speed limits within the City of East Palo Alto, including increasing it from 25 mph to 30 mph along University Avenue, between Bay Road and Notre Dame Avenue; and
4. Finds that establishment and posting of all new and existing speed limits is categorically exempt from Section 15301 (Existing Facilities) of the California Environmental Quality Act.
PASSED AND ADOPTED this 19th day of September 2023, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Lisa Gauthier, Mayor
ATTEST: APPROVED AS TO FORM:
24 James Colin, City Clerk John D. Lê, City Attorney
25 Engineering &
Traffic Survey
2023 Engineering & Traffic Survey
City of East Palo Alto, CA
26 Engineering and Traffic Survey
April 3, 2023
City of East Palo Alto, California
27 i
This Citywide Engineering and Traffic Survey has been prepared under the direction of a licensed Civil Engineer. The licensed Civil Engineer attests to the technical information contained therein, and has judged the qualifications of any technical specialists providing engineering data, which recommendations, conclusions and decisions are based. These surveys conform to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommend speed limits appropriate to facilitate the safe and orderly movement of traffic.
Prepared By:
____________________________
Chris D. Kinzel, PE, TE
Vice President, TJKM
4305 Hacienda Drive, Suite 550
Pleasanton, CA 94588-2798
Tel: 925.463.0611
Fax: 925.463.3691
28 ii
TABLE OF CONTENTS
1.0 Introduction .................................................................................................................................................1
1.1 Relevant California Vehicle Code Sections .................................................................................................................6
2.0 Data Collection and Analysis .....................................................................................................................9
2.1 Radar Speed Surveys and Analysis ................................................................................................................................9
2.2 Average Daily Traffic (ADT) Volumes..........................................................................................................................10
2.3 Field Observations..............................................................................................................................................................11
2.4 Traffic Collision Data..........................................................................................................................................................15
3.0 Speed Limit Recommendations...............................................................................................................20 TABLES
Table 1: Survey Segments .................................................................................................................................................................3 Table 2: Speed Survey Summary................................................................................................................................................. 12 Table 3: Average Daily Traffic Volumes .................................................................................................................................... 13 Table 4: Collision History Summary (Jan. 2015 – Dec. 2019)............................................................................................ 16 Table 5: Collision History Comparison with Statewide Averages................................................................................... 18 Table 6: Recommended Speed Limits Summary .................................................................................................................. 26 29 iii
FIGURES
Figure 1: Types of Speed Limits......................................................................................................................................................1 Figure 2: Survey Locations ................................................................................................................................................................4 Figure 3: Existing Speed Limits........................................................................................................................................................5 Figure 4: Average Daily Traffic Volumes................................................................................................................................... 14 Figure 5: Collision Analysis ............................................................................................................................................................ 19 Figure 6: Recommended Speed Limit Changes .................................................................................................................... 27 Figure 7: Recommended Speed Limits ..................................................................................................................................... 28
APPENDICES
Appendix A – Recommended Speed Limit Certifications
Appendix B – Speed Survey Data Collection Forms
Appendix C – Average Daily Traffic (ADT) Volumes
30 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 1
1.0 INTRODUCTION
The purpose of this survey is to evaluate the posted speed limits for 12 segments within the City of East Palo Alto and recommend speed limit changes, if any, in accordance with the State of California regulations and guidelines. CVC Section 40802 requires that Engineering and Traffic Survey (E&TS) for speed limits should be conducted at least once every seven or 14 years based on established criteria.
State and local agencies re-evaluate non-statutory speed limits on their street segments that have undergone a significant change in roadway characteristics or surrounding land uses since the speed limits were last reviewed.
The California State Legislature sets in place the regulations for California speed limits and the California Vehicle Code (CVC) places these regulations into language used primarily for enforcement purposes.
Various jurisdictions have responsibility for roadways throughout California, including the responsibility to set speed limits on these roadways according to the standards and procedures established by Caltrans.
The guidelines from the California Manual for Setting Speed Limits published by Caltrans (Rev. February, 2020) are used in this study. These guidelines help in establishing speed limits that are uniform throughout the state and avoid influence from political pressure or emotional perceptions.
Speed limits are established primarily for protecting the public from the behavior of reckless, unreliable, or dangerous drivers. Speed limits are generally established at or near the 85th percentile speed. The 85th percentile speed, also referred to as the critical speed, is defined as the speed at or below which 85 percent of traffic is moving in free flow conditions. Speed limits established on this basis conform to the consensus of those who drive on the roadways as to what speed is reasonable and safe under normal driving conditions. Figure 1 illustrates the various speed limit signs for different zones and roadways.
Figure 1: Types of Speed Limits
Many factors influence drivers and their perception of the safe speed at which to operate a vehicle. These factors should be considered as a whole because it is not practical to consider each individually. The design and physical characteristics of the roadway place limitations on the safe operating speed of vehicles. These characteristics include:
Source: FHWA
31 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 2 • Roadway geometrics, shoulder condition, grade, alignment, and sight distance • Roadside development, zoning, and environment
• Parking practices, bicycle and pedestrian activity
• Driveway density
• Signalized or stop-controlled intersections
• Rural, residential or developed areas
The study follows the goals and visions set in the Vista 2035 East Palo Alto General Plan, adopted in 2016.
The City of East Palo Alto aims to improve access for all means of travel and design streets that accommodate all users. The General Plan mobility goals include:
1. Improve safety through the design and maintenance of sidewalks, streets, intersections, and other roadway improvements.
2. Foster the creation of complete, multimodal streets.
3. Create a complete, safe, and comfortable pedestrian network for people of all ages and abilities.
4. Build a comprehensive and well-used bicycle network that comfortably accommodates bicyclists of all ages and skill-levels.
5. Support local and regional transit that is efficient, frequent, convenient, and safe.
6. Develop strategies to provide efficient and adequate vehicle parking.
7. Adopt transportation performance measures.
8. Adopt transportation demand management and roadway system efficiency strategies.
The recommendations made in this study comply with the vision and goals identified in the General Plan.
This report presents the results of the E&TS conducted during May to June, 2021, for 12 street segments throughout the City of East Palo Alto, and incorporates input from radar speed surveys, average daily traffic counts, segment collision analyses, and analyses of roadway characteristics. The 12 survey segments included in the study are listed in Table 1, are shown in Figure 2, and are categorized below by roadway type:
• Six street segments are designated as ‘Connector’
• Two street segments are designated as ‘Major Thoroughfare’ • Two street segments are designated as ‘Neighborhood Connector’ • One street segment is designated as ‘Neighborhood Main Street’ • One street segment is designated as ‘Residential Boulevard’ The existing speed limits for the survey segments are illustrated in Figure 3. 32 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 3 Table 1: Survey Segments
# Street Name Survey Limits Roadway
Classification
Number
of Lanes
Length
(miles)
Existing
Speed Limit
(mph)
1 University
Avenue
Bay Road to Notre Dame
Avenue
Major
Thoroughfare 4 0.28 25
2 Demeter Street Bay Road to End of Street Connector 2 0.35 NP 3 Bay Road Cooley Landing to Clarke
Avenue
Neighborhood
Main Street 2-4 0.64 25
4 East Bayshore
Road
Donohoe Street to Clarke
Avenue
Major
Thoroughfare 4-5 0.41 25
5 Pulgas Avenue Weeks Street to Bay Road Neighborhood
Connector 2 0.19 25
6 Bay Road Dumbarton Drive to
University Avenue
Residential
Boulevard 2 0.33 25
7 East Bayshore
Road
Saratoga Avenue to Euclid
Avenue Connector 2 0.74 25
8 West Bayshore
Road
Addison Avenue to
Manhattan Avenue Connector 2 0.38 25
9 West Bayshore
Road
Cooley Avenue to Woodland
Avenue Connector 2 0.62 25
10 Woodland
Avenue
Cooley Avenue to Newell
Road Connector 2 0.13 25
11 Woodland
Avenue
Newell Road to West
Bayshore Road Connector 2 0.41 25
12 Runnymede
Street
Cooley Avenue to Clarke
Avenue
Neighborhood
Connector 2 0.24 25
Notes:
NP – Not Posted
33 BAY RD
PULGAS AVE
CLARKE AVE
WEEKS ST
COOLEY AVE
ILLINOIS ST
WISTERIA DR
RUNNYMEDE ST
FORDHAM ST
E BAYSHORE RD
BEECH ST
AZALIA DR
W BAYSHORE RD
CAPITOL AVE
GARDEN ST
O'CONNOR ST
MENALTO AVE
EUCLID AVE
ALBERNI ST
TARA ST
DEMETER ST
CAMELLIA DR
GLEN WAY
TATE ST
OAKS ST
VERBENA DR
RALMAR AVE
GREEN ST
MYRTLE ST
KAVANAUGH DR GLORIA WAY
LAUREL AVE
TULANE AVE
CYPRESS ST
WESTMINSTER AVE
JASMINE WAY
HOLLAND ST
SAGE ST
WILKS ST
NEWELL RD
DAPHNE WAY
MANHATTAN AVE
UNIVERSITY AVENUE
DAISY LN
SCOFIELD ST
RALMAR AVE
W BAYSHORE RD
3 7
4 2
6 1
5 10
12 8
11 9
PALO ALTO
MENLO PARK
109
101
101
Survey Segments
Segments
Roads
XX Segment ID
City of East Palo Alto
0 0.25 0.5 1
Miles
Figure 2: Survey Locations
34 BAY RD
PULGAS AVE
CLARKE AVE
WEEKS ST
COOLEY AVE
ILLINOIS ST
WISTERIA DR
RUNNYMEDE ST
FORDHAM ST
E BAYSHORE RD
BEECH ST
AZALIA DR
W BAYSHORE RD
CAPITOL AVE
GARDEN ST
O'CONNOR ST
MENALTO AVE
EUCLID AVE
ALBERNI ST
TARA ST
DEMETER ST
CAMELLIA DR
GLEN WAY
TATE ST
OAKS ST
VERBENA DR
RALMAR AVE
GREEN ST
MYRTLE ST
KAVANAUGH DR GLORIA WAY
LAUREL AVE
TULANE AVE
CYPRESS ST
WESTMINSTER AVE
JASMINE WAY
HOLLAND ST
SAGE ST
WILKS ST
NEWELL RD
DAPHNE WAY
MANHATTAN AVE
UNIVERSITY AVENUE
DAISY LN
SCOFIELD ST
RALMAR AVE
W BAYSHORE RD
3 7
4 2
6 1
5 10
12 8
11 9
PALO ALTO
MENLO PARK
109
101
101
Existing Speed Limits
Roads
XX City of East Palo Alto
XX Segment ID
25 mph
30 mph
Not Posted
0 0.25 0.5 1
Miles
Figure 3: Existing Speed Limits
35 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 6
1.1 Relevant California Vehicle Code Sections
Applicable California Vehicle Code (CVC) Code sections for conducting an E&TS are summarized below:
CVC SECTION 235 – BUSINESS DISTRICT: An area in which at least 50 percent of the properties are used for business for a minimum distance of 400 feet on one side or 300 feet on both sides of a highway.
CVC SECTION 515 – RESIDENCE DISTRICT: An area outside of the Business District along a highway that has a minimum of 13 separate dwelling units on one side, or 16 on both sides within a distance of a quarter mile.
CVC SECTION 627 – ENGINEERING AND TRAFFIC SURVEY: A survey of highway and traffic conditions in accordance with methods determined by the California Department of Transportation (Caltrans) for use by state and local authorities, which shall include consideration of prevailing speeds as determined by traffic engineering measurements, collision records, and highway, traffic, and roadside conditions not readily apparent to the driver. Local authorities may also consider residential district density (as defined in Section 515) and pedestrian and bicyclist safety.
CVC SECTION 22349 – MAXIMUM SPEED LIMITS: Provides that no person shall drive a vehicle upon a highway at a speed greater than 65 mph. An exception to this, as stated in CVC Section 22356, is that Caltrans may increase the speed and these increases can only be made after consultation with the California Highway Patrol (CHP) and based on an engineering and traffic survey. Even if the maximum speed is raised, certain vehicles are still not permitted to be driven over 55 mph. These are listed below:
• Motor trucks having three or more axles or any truck towing another vehicle • Passenger vehicles towing other vehicles
• School buses transporting school pupils
• Farm labor vehicles transporting passengers
• Vehicles transporting explosives
CVC SECTION 22350 – BASIC SPEED LAW: Provides that no person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property. In other words, a driver violates the basic speed law if he or she is driving at unsafe speeds, even if that speed is lower than the posted regulatory speed limit sign.
CVC SECTION 22351 – SPEED LAW VIOLATIONS: States that the speed of any vehicle upon a highway not in excess of the limits specified in CVC Section 22352 or established as authorized in the CVC is lawful unless clearly proved to be in violation of the Basic Speed Law. This same section also states that the speed of any vehicle upon a highway in excess of the prima facie speed limits in CVC Section 22352 or established as authorized in the CVC is unlawful unless the defendant establishes by competent evidence 36 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 7 that the speed in excess of said limits did not constitute a violation of the Basic Speed Law at the time, place and under the conditions then existing.
CVC SECTION 22352 – PRIMA FACIE SPEED LIMITS: Establishes prima facie speed limits for local roads and streets. The term “prima facie”, as used in the CVC, is a speed limit that applies when no other specific speed limit is posted. It is a Latin term meaning “at first face” or “at first appearance”. It is also defined at “first view” and “before investigation”. Prima facie evidence is evidence sufficient to establish fact, or to raise presumption of fact, unless rebutted. These speed limits shall be applicable unless changed as authorized in the CVC and, if so changed, only when signs have been erected giving notice thereof. It sets two speed limits covering six classes of location.
A speed limit of 15 mph applies at railroad crossings, at uncontrolled highway intersections with obstructed view, and on alleys. A speed limit of 25 mph applies on any highway other than State highways in any business or residence district, unless a different limit is established by procedures described in the CVC. The 25 mph limit also applies in school zones.
CVC SECTION 22357 (INCREASE OF LOCAL SPEED LIMITS TO 65 MPH) AND CVC SECTION 22358 (DECREASE OF LOCAL SPEED LIMITS): Authorizes local authorities to establish prima facie speed limits on streets and roads under their jurisdiction, on the basis of an engineering and traffic survey.
CVC SECTION 22358.3 (DECREASE ON NARROW STREETS) AND CVC SECTION 22358.4 (DECREASE OF LOCAL LIMITS NEAR SCHOOLS OR SENIOR CENTERS): Authorizes local agencies to reduce prima facie speed limits to 20 or 15 mph on narrow streets (with roadway width less than 25 feet), school zones, or senior centers on the basis of engineering and traffic surveys.
CVC SECTION 22358.5 – DOWNWARD SPEED ZONING: Physical conditions such as width, curvature, grade, and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning.
CVC SECTION 22358.6 (ROUNDING OF SPEED LIMITS), CVC SECTION 22358.7 (5 MPH SPEED LIMIT REDUCTIONS), AND CVC SECTION 22358.8 (RETAINMENT OF LOCAL SPEED LIMIT): Allows for setting the speed limit at the 5 mph increment below the 85th percentile even if mathematical rounding would require the speed to be posted above the 85th percentile. An additional 5 mph reduction can be used if a portion of highway has been designated as a “safety corridor” as would be defined by Caltrans in the forthcoming revision of the California Manual on Uniform Traffic Control Devices (CA MUTCD) or if a portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, particularly those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused. The existing speed limit may also be retained if it was established in a previous E&TS and if a registered traffic engineer has determined that no additional general purpose lanes have been added to the portion of highway since completion of the previous E&TS. 37 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 8 CVC SECTION 40802 (A)(2) – PRIMA FACIE SPEED LIMITS: Provides that prima facie speed limits established under CVC Sections 22352(b)(1), 22354, 22357, 22358, and 22358.3 may not be enforced by radar unless the speed limit has been justified by an engineering and traffic survey within the last five years. This CVC section does not apply to a local street, road or school zone.
CVC SECTION 40802 (B) – PRIMA FACIE SPEED LIMITS: For purposes of this section, a local street or road is one that is functionally classified as "local" on the "California Road System Maps," that are approved by the Federal Highway Administration and maintained by the Department of Transportation.
When a street or road does not appear on the "California Road System Maps," it may be defined as a "local street or road" if it primarily provides access to abutting residential property and meets the following three conditions:
• Roadway width of not more than 40 feet.
• Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in CVC Section 445.
• Not more than one traffic lane in each direction.
38 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 9
2.0 DATA COLLECTION AND ANALYSIS
The basic purpose of this study was to evaluate selected arterial, collector and local streets within the City of East Palo Alto limits and to recommend appropriate speed limit revisions consistent with current laws and practices of California. The TJKM team, in coordination with the City of East Palo Alto staff, coordinated the E&TS. The data collection procedure and speed survey analysis methodology is briefly discussed below.
2.1 Radar Speed Surveys and Analysis
The speed surveys involve the use of radar guns to collect sample speeds on selected street segments. A key aspect for conducting the surveys is to ensure that street segments with unique characteristics are individually surveyed. The most crucial component of a speed zone survey is the selection of locations for the data collection task. The prevailing speed at the data collection point was selected to be representative of the entire speed zone area.
The project team worked with the City of East Palo Alto staff and finalized the 12 street segments to be analyzed in this E&TS. Radar speed surveys were conducted in May 2021 on days with fair weather, clear visibility, and dry pavement conditions. The survey locations were selected where the prevailing speeds were representative of the entire street segment and not too close to any traffic control device. The selected locations were situated beyond the influence of stops, dips, curves, parked vehicles, and any other condition that may affect the normal rate of travel. An effort was made to ensure that the presence of radar survey equipment did not affect the speed of the traffic being surveyed.
The radar speed surveys were conducted for all study segments, except the two segments under construction, using calibrated radar equipment by certified technicians. Most samples sizes for a particular segment include around 100 vehicles. Two segments, however, had sample sizes of 56 vehicles and 80 vehicles, respectively. In the case of low volume roadways, surveys were conducted for a minimum of a 90 minute period.
A Speed Survey Form was used to collect and summarize the following attributes:
• 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
39 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 10 • Percent and number of vehicles observed above pace
• Range of speeds observed and standard deviation
A description of some of the attributes is provided below:
50TH PERCENTILE SPEED (MEDIAN SPEED): The speed above and below which 50 percent of the sample speeds were observed. This value indicates the speed that a driver may choose to drive without the influence of any speed limits, speed signs, or enforcement. 85TH PERCENTILE SPEED (CRITICAL SPEED): The speed at or below which 85 percent of the sample speeds were observed. The 85th percentile speed of a spot speed survey is the primary indicator of the appropriate speed limit for a section of the roadway.
10 MPH PACE SPEED: The 10 mph increment (range) of speeds containing the greatest number of vehicles. In most cases, the 85th percentile speed and the recommended speed lie within the range, frequently in the middle to upper range of the interval. The percent of vehicles that fall within the pace speed is an indicator of the bunching of vehicular speeds. The number of observed vehicles within the 10 mph pace is often between 40 and 80 percent of the entire sample.
AVERAGE SPEED: The average speed is simply the cumulative speed divided by the number of observed vehicles.
SPEED RANGE: The range of speed is simply the difference in speeds of the fastest and slowest vehicles observed. A large range of speeds (in excess of 30 mph, for example) indicates less favorable conditions than a smaller range. The greater the range, the more inconsistency in travel speeds with a greater likelihood of traffic collisions. In general, uniform speeds result in a smooth progression of traffic.
The radar speed survey data was compiled and analyzed to determine the 50th percentile speed, the 85th percentile speed, the average speed, the speed range, the 10 mph pace speed, and the percent of vehicles observed within the 10 mph pace.
Table 2 presents the speed survey summary with existing speed limits, median speed, critical speed, 10 mile pace speed, and the percent of vehicles observed within pace. The completed speed survey forms for all 12 study segments are included in Appendix B.
2.2 Average Daily Traffic (ADT) Volumes
The TJKM team collected average daily traffic (ADT) counts for all study segments, except the two segments under construction, by conducting tube counts along the segments. These counts were used to determine the accident rates for each segment, which in turn was used as a factor in determining the appropriate speed limit for each segment. Table 3 summarizes the roadway classification and ADT volumes for each study segment. The existing ADT volumes for the survey segments are illustrated in Figure 4. The ADT counts are available in Appendix C.
40 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 11
2.3 Field Observations
A final field check was conducted by driving each study segment while “floating” with prevailing traffic to determine the speed of traffic that is reasonable from the engineer’s viewpoint. The traffic engineer evaluates the appropriateness of the 85th percentile speed and adds the perspective of human judgment to set the appropriate speed limit. Factors such as roadside development, the number and location of driveways, parked vehicles; emergency shoulder areas, schools and playgrounds, areas frequented by pedestrians, horizontal and vertical alignment of the roadway, intersection spacing, visibility and control, landscaping, street fixtures, and other less tangible factors, all contribute to finalizing the recommended speed limits.
41 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 12 Table 2: Speed Survey Summary
# Street Name Survey Limits
Existing
Speed
Limit
(mph)
# Speed
Data
Collected
10-
Mile
Pace
Percent
w/in
Pace
Median
Speed
85th %
Speed
1 University Avenue Bay Road to Notre Dame
Avenue 25 201 27-36 75% 33 37
2 Demeter Street Bay Road to End of Street NP 83 19-28 72% 23 29 3 Bay Road Cooley Landing to Clarke
Avenue 25 103 28-37 69% 28 33
4 East Bayshore
Road
Donohoe Street to Clarke
Avenue 25 127 23-32 85% 28 31
5 Pulgas Avenue Weeks Street to Bay Road 25 100 18-27 78% 23 27 6 Bay Road Dumbarton Drive to
University Avenue 25 100 23-32 85% 28 32
7 East Bayshore
Road
Saratoga Avenue to Euclid
Avenue 25 130 23-32 90% 28 31
8 West Bayshore
Road
Addison Avenue to
Manhattan Avenue 25 80 22-31 70% 27 34
9 West Bayshore
Road
Cooley Avenue to
Woodland Avenue 25 119 24-33 87% 29 32
10 Woodland Avenue Cooley Avenue to Newell
Road 25 104 20-29 87% 24 28
11 Woodland Avenue Newell Road to West
Bayshore Road 25 56 20-29 71% 26 31
12 Runnymede Street Cooley Avenue to Clarke
Avenue 25 100 24-33 76% 28 33
42 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 13 Table 3: Average Daily Traffic Volumes
# Street Name Survey Limits Roadway Classification Avg. Daily Traffic
1 University Avenue Bay Road to Notre Dame Avenue Major Thoroughfare 16,282 2 Demeter Street Bay Road to End of Street Connector 674 3 Bay Road Cooley Landing to Clarke Avenue Neighborhood Main Street 657 4 East Bayshore Road Donohoe Street to Clarke Avenue Major Thoroughfare 7,689 5 Pulgas Avenue Weeks Street to Bay Road Neighborhood Connector 2,178 6 Bay Road Dumbarton Drive to University Avenue Residential Boulevard 6,986 7 East Bayshore Road Saratoga Avenue to Euclid Avenue Connector 4,200 8 West Bayshore Road Addison Avenue to Manhattan Avenue Connector 740 9 West Bayshore Road Cooley Avenue to Woodland Avenue Connector 1,916 10 Woodland Avenue Cooley Avenue to Newell Road Connector 2,829 11 Woodland Avenue Newell Road to West Bayshore Road Connector 681 12 Runnymede Street Cooley Avenue to Clarke Avenue Neighborhood Connector 3,027 43 BAY RD
PULGAS AVE
CLARKE AVE
WEEKS ST
COOLEY AVE
ILLINOIS ST
WISTERIA DR
RUNNYMEDE ST
FORDHAM ST
E BAYSHORE RD
BEECH ST
AZALIA DR
W BAYSHORE RD
CAPITOL AVE
GARDEN ST
O'CONNOR ST
MENALTO AVE
EUCLID AVE
ALBERNI ST
TARA ST
DEMETER ST
CAMELLIA DR
GLEN WAY
TATE ST
OAKS ST
VERBENA DR
RALMAR AVE
GREEN ST
MYRTLE ST
KAVANAUGH DR GLORIA WAY
LAUREL AVE
TULANE AVE
CYPRESS ST
WESTMINSTER AVE
JASMINE WAY
HOLLAND ST
SAGE ST
WILKS ST
NEWELL RD
DAPHNE WAY
MANHATTAN AVE
UNIVERSITY AVENUE
DAISY LN
SCOFIELD ST
RALMAR AVE
W BAYSHORE RD
PALO ALTO
MENLO PARK
109
101
101
657
4,200
1,916
681
740
674
7,689
6,986
3,027
16,282
2,178
2,829
Daily Traffic Count
Segment
Roads
XX City of East Palo Alto
XXXX Daily Traffic Count
0 0.25 0.5 1
Miles
Figure 4 : Average Daily Traffic
44 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 15
2.4 Traffic Collision Data
Collisions reported at study segments were obtained from the Statewide Integrated Traffic Records System (SWITRS) database for a period of 5 years from January 2015 to December 2019. Collision rates are a significant factor in determining the appropriate speed limits.
Table 4 summarizes the type and the total number of collisions for all study segments. Table 5 and Figure 5 summarize the collision rates for the study segments in comparison with the statewide averages.
Definitions for Collision Types: The types of collisions and their definitions are defined by CHP and are listed below:
Head-On: Two motor vehicles, approaching from opposite directions, make direct contact. For example, the front of one vehicle collides with the front of another, or prior to impact, one vehicle skids sideways, causing the side of the skidding vehicle to collide with the front of the other.
Sideswipe: One motor vehicle strikes the side of another with a glancing blow. For example, two vehicles are proceeding in the same direction or from opposite directions, and the side of one vehicle strikes the side of the other.
Rear End: Two motor vehicles, traveling in the same direction, make direct contact. For example, the front of one vehicle strikes the rear of another vehicle, or Vehicle #1 approaches Vehicle #2 from the rear and skids sideways during a braking action, causing the side of Vehicle #1 to strike the rear of Vehicle #2.
Broadside: One motor vehicle strikes another vehicle at an angle greater than that of a sideswipe.
Hit Object: A motor vehicle strikes a fixed object or other object.
Overturned: A motor vehicle overturns and no prior collision or hitting an object caused the overturning. This would include a motorcyclist losing control, causing the vehicle to lie down on its side.
Auto/Ped: A vehicle strikes a pedestrian.
Other: A collision not covered in the preceding elements. This entry shall be explained in the narrative, such as a vehicle involved with - a bicycle, train, or animal; an automobile fire; passengers falling or jumping from a vehicle; a vehicle backing; a bicycle involved with a pedestrian or another bicycle, etc. 45 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 16 Table 4: Collision History Summary (Jan. 2015 – Dec. 2019) # Street Name Survey Limits
Accident Type Collision Severity Total
Number
of
Collisions
(F+I)1
HeadOnSides
wipe
Rear
End
Broad
side
Hit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
1 University
Avenue
Bay Road to Notre
Dame Avenue 0 0 3 4 0 0 3 2 1 0 6 5 8 12
2 Demeter
Street
Bay Road to End of
Street 0 0 0 0 0 0 0 0 0 0 0 0 1 0
3 Bay Road Cooley Landing to
Clarke Avenue 2 0 1 1 0 0 0 2 0 0 3 3 18 6
4 East
Bayshore
Road
Donohoe Street to
Clarke Avenue 2 0 0 3 0 0 1 0 0 0 4 2 19 6
5 Pulgas
Avenue
Weeks Street to Bay
Road 0 0 0 1 0 0 0 0 0 0 0 1 4 1
6 Bay Road Dumbarton Drive to
University Avenue 0 0 0 3 1 0 0 0 0 0 2 2 14 4
7 East
Bayshore
Road
Saratoga Avenue to
Euclid Avenue 0 2 4 2 1 0 2 0 0 0 7 4 36 11
8 West
Bayshore
Road
Addison Avenue to
Manhattan Avenue 2 0 0 0 0 0 0 0 0 1 1 0 4 2
9 West
Bayshore
Road
Cooley Avenue to
Woodland Avenue 2 1 0 1 1 0 1 0 0 0 2 4 25 6
10 Woodland
Avenue
Cooley Avenue to
Newell Road 0 0 0 1 0 0 0 0 0 0 0 1 7 1
46 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 17 # Street Name Survey Limits
Accident Type Collision Severity Total
Number
of
Collisions
(F+I)1
HeadOnSides
wipe
Rear
End
Broad
side
Hit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
11 Woodland
Avenue
Newell Road to West
Bayshore Road 0 0 0 0 0 0 0 0 0 0 0 0 16 0
12 Runnymede
Street
Cooley Avenue to
Clarke Avenue 0 2 1 1 0 1 0 0 0 0 3 2 1 5
Notes:
1 Total collisions include fatal and injury collisions only. 47 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 18 Table 5: Collision History Comparison with Statewide Averages # Street Name Survey Limits Roadway Type Collision Rate Statewide Average
Collision Rate by
Roadway Type
Less than
Statewide
Average?
1 University Avenue Bay Road to Notre
Dame Avenue
Major
Thoroughfare 0.69 1.42 Yes
2 Demeter Street Bay Road to End of
Street Connector 0.00 2.09 Yes
3 Bay Road Cooley Landing to
Clarke Avenue
Neighborhood
Main Street 0.13 1.71 Yes
4 East Bayshore Road Donohoe Street to
Clarke Avenue
Major
Thoroughfare 0.96 1.42 Yes
5 Pulgas Avenue Weeks Street to Bay
Road
Neighborhood
Connector 0.76 1.80 Yes
6 Bay Road Dumbarton Drive to
University Avenue
Residential
Boulevard 1.05 1.80 Yes
7 East Bayshore Road Saratoga Avenue to
Euclid Avenue Connector 0.52 1.80 Yes
8 West Bayshore Road Addison Avenue to
Manhattan Avenue Connector 0.26 1.80 Yes
9 West Bayshore Road Cooley Avenue to
Woodland Avenue Connector 0.36 1.80 Yes
10 Woodland Avenue Cooley Avenue to
Newell Road Connector 0.67 1.80 Yes
11 Woodland Avenue
Newell Road to
West Bayshore
Road
Connector 0.00 1.80 Yes
12 Runnymede Street Cooley Avenue to
Clarke Avenue
Neighborhood
Connector 0.27 1.80 Yes
48 BAY RD
PULGAS AVE
CLARKE AVE
WEEKS ST
COOLEY AVE
ILLINOIS ST
WISTERIA DR
RUNNYMEDE ST
FORDHAM ST
E BAYSHORE RD
BEECH ST
AZALIA DR
W BAYSHORE RD
CAPITOL AVE
GARDEN ST
O'CONNOR ST
MENALTO AVE
EUCLID AVE
ALBERNI ST
TARA ST
DEMETER ST
CAMELLIA DR
GLEN WAY
TATE ST
OAKS ST
VERBENA DR
RALMAR AVE
GREEN ST
MYRTLE ST
KAVANAUGH DR GLORIA WAY
LAUREL AVE
TULANE AVE
CYPRESS ST
WESTMINSTER AVE
JASMINE WAY
HOLLAND ST
SAGE ST
WILKS ST
NEWELL RD
DAPHNE WAY
MANHATTAN AVE
UNIVERSITY AVENUE
DAISY LN
SCOFIELD ST
RALMAR AVE
W BAYSHORE RD
3 7
4 2
6 1
5 10
12 8
11 9
PALO ALTO
MENLO PARK
109
101
101
Collision Analysis
XX
Collision Rate Below Statewide Average
Collision Rate Above Statewide Average
Roads
City of East Palo Alto
XX Segment ID
0 0.25 0.5 1
Miles
Figure 5 : Collision Analysis
49 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 20
3.0 SPEED LIMIT RECOMMENDATIONS
The setting of speed limits requires a rational and defensible procedure to maintain the confidence of the public and legal systems. Speed limit determinations rely on the premise that a reasonable speed limit is one that conforms to the actual behavior of the majority of drivers; one will be able to select a speed limit that is both reasonable and effective by measuring drivers' speeds.
The speed zoning section of the CA MUTCD was changed in 2004 to require rounding the 85th percentile to the nearest 5 mph increment rather than to the lower 5 mph increment in order to better conform to the standards established in the Federal Highway Administration’s (FHWA’s) Manual on Uniform Traffic Control Devices (MUTCD). This specific guideline revision resulted in raising certain street speed limits and had become a challenge to state and local jurisdictions.
In 2007, the California Traffic Control Devices Committee (CTCDC) ruled to approve a language change in the CA MUTCD to clarify how local speed limits should be set. Caltrans ultimately issued a Traffic Operations Policy Directive (No. 09-04), effective July 1, 2009, which clearly defined these changes and incorporated new requirements into the CA MUTCD. The changes are summarized below:
• Posted speed limits will be set "rounded to the nearest" 5 mph increment of the 85th percentile speed. • Jurisdictions can lower this speed by an additional 5 mph based on and justified by conditions and factors cited in the California Vehicle Code.
Studies of the effects of establishing, raising, and lowering speed limits include federal studies such as FHWARD-92-084 and FHWA-RD-98-154. These studies demonstrate that the most effective attribute in establishing the speed limit is to determine the 85th percentile speed and to set the posted speed close to that value. The empirical data in these studies demonstrates that setting the speed limit too high or too low can increase collisions. Speed limits that are set near the 85th percentile speed of free flowing traffic are safer and produce less variance in vehicle speeds. Because of this, the 85th percentile is used to establish the upper limit of operating speeds that are considered reasonable and prudent. In addition, setting the speed limit arbitrarily low often makes violators of a disproportionate number of drivers, does not facilitate the orderly movement of traffic, and requires constant enforcement to maintain compliance.
The 2014 Edition of the CA MUTCD requires as a standard that a speed limit shall be established at the nearest 5 mph increment of the 85th percentile speed, except that the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th percentile speed in compliance with CVC Sections 627 and CVC 22358.5.
According to CVC 21400, for cases in which the nearest 5 mph increment of the 85th percentile speed would require rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed if no further reduction is used. The following examples are provided to explain the application of these speed limit criteria:
50 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 21 • If the 85th percentile speed in a speed survey for a location was 37 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. The 35 mph established speed limit can be reduced by additional 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer.
• If the 85th percentile speed in a speed survey for a location was 33 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed. The 35 mph established speed limit can be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer.
Section 2B.13 of the 2014 CA MUTCD further states that justification for reducing speed limits can be based on residential density, pedestrian/bicyclist safety and other factors not readily apparent to drivers but essential to meet the traffic safety needs of the community. The following factors may be considered to adjust and determine the final speed limits:
• Road characteristics, shoulder condition, grade, alignment, and sight distance • 10 mph pace speed (a 10 mile range in which the highest number of data is recorded) • Roadside development and environment
• Parking practices and bicycle/pedestrian activity
• Reported crash experience for at least a 12-month period On October 8, 2021, the procedure for establishing local speed limits was changed once again with Assembly Bill No. 43 (AB 43) being signed into law. Whereas the previous procedure required no further action be taken after rounding down to the nearest 5 mph increment below the 85th percentile speed, AB 43 allows a local authority to use an additional 5 mph reduction if a portion of highway has been designated as a “safety corridor” as would be defined by Caltrans in the forthcoming revision of the CA MUTCD or if a portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, particularly those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused. The existing speed limit may also be retained if it was established in a previous E&TS and if a registered traffic engineer has determined that no additional general purpose lanes have been added to the portion of highway since completion of the previous E&TS.
The guidelines from the California Manual for Setting Speed Limits published by Caltrans (Rev. February, 2020) were followed in this study. The speed limit recommendations are proposed for twelve street segments in the study based on the above discussed guidelines and speed data analysis. The speed limit for each study segment was recommended after determining the average speed, the 85th percentile speed, the pace speed, and considering other significant factors such as existing land use, roadway design characteristics and accident rates.
Appendix A presents the results of the traffic survey analyses, which include prevailing speed data, collision history, traffic factors, and roadway conditions. The recommended speed limit for each street segment is also 51 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 22 shown with a comment on the rationale for the recommendation. Figure 6 illustrates the segments where speed limit changes are recommended. Figure 7 illustrates the recommended speed limits at the respective study segments.
An increase of 5 mph in speed limit is recommended for one roadway segment:
A single speed limit change is recommended for the surveyed street segments. The speed limit would be increased by 5 mph on the following segment:
• Segment #1 University Avenue from Bay Road to Notre Dame Avenue The speed limit change is summarized below:
Segment #1: University Avenue from Bay Road to Notre Dame Avenue (30 mph) The existing posted speed is 25 mph. The critical speed is 37 mph, which is 12 mph above the existing speed limit, warranting a speed limit of 35 mph when rounded to the nearest 5 mph increment below the critical speed.
However, the roadway provides access to the East Palo Alto Library and residential streets, and is within 0.5-mile walking distance of an elementary school and 1.0-mile walking distance of a middle school. The segment also features bike lanes on both sides and a continuous sidewalk on one side of the roadway. As such, TJKM recommends a speed limit of 30 mph per CVC Section 22358.7. Additionally, due to the surrounding land uses and mid-block crosswalks along the segment, pedestrian advisory signs and other speed reduction strategies should be implemented along the segment.
There is no change in speed limits for the following eleven roadway segments:
The existing speed limits on the following eleven roadway segments are recommended to be retained. For nine of these segments, the observed critical speeds exceed the existing speed limits by 5 mph or more. However, a review of other factors besides the critical speed indicates that the existing speed limits are appropriate. • Segment #2 Demeter Street from Bay Road to End
• Segment #3 Bay Road from Cooley Landing to Clarke Avenue • Segment #4 E Bayshore Road from Donohoe Street to Clarke Avenue • Segment #5 Pulgas Avenue from Weeks Street to Bay Road • Segment #6 Bay Road from Dumbarton Drive to University Avenue • Segment #7 E Bayshore Road from Saratoga Avenue to Euclid Avenue • Segment #8 W Bayshore Road from Addison Avenue to Manhattan Avenue • Segment #9 W Bayshore Road from Cooley Avenue to Woodland Avenue • Segment #10 Woodland Avenue from Cooley Avenue to Newell Road • Segment #11 Woodland Avenue from Newell Road to W Bayshore Road • Segment #12 Runnymede Street from Cooley Avenue to Clarke Avenue 52 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 23 Out of 12 roadway segments, the observed critical speeds at nine roadway segments exceed the existing speed limits by 5 mph or more. Section 2B.13 of the 2014 CA MUTCD further states that justification for reducing speed limits can be based on residential density, pedestrian/bicyclist safety and other factors not readily apparent to drivers but essential to meet the traffic safety needs of the community. The retainment of existing speed limits is discussed below:
Segment #2: Demeter Street from Bay Road to End of Street (25 mph) No speed is posted for this survey segment. The critical speed is 29 mph, which warrants a speed limit of 30 mph when rounding to the nearest 5 mph increment from the critical speed. A speed limit of 25 mph is recommended via CVC Section 22352, however, because the roadway lies along a business district and 72 percent of observed vehicles drove between 19 mph to 28 mph.
Segment #3: Bay Road from Cooley Landing to Clarke Avenue (25 mph) The existing posted speed is 25 mph. The critical speed is 33 mph, which is 8 mph above the existing speed limit, warranting a speed limit of 30 mph when rounding to the nearest 5 mph increment below the critical speed. A speed limit of 25 mph is recommended as the median speed is at 28 mph, as 76 percent of drivers travel at speeds within 22 and 31 mph, and as there are youth centers adjacent to the roadway that would generate high concentrations of pedestrians and bicyclists. Additionally, none of the collisions observed were due to vehicle speeds. TJKM recommends a speed limit of 25 mph through the use of E&TS per CVC Section 22358.7.
Segment #4: E Bayshore Road from Donohoe Street to Clarke Avenue (25 mph) The existing posted speed is 25 mph. The critical speed is 31 mph, which is 6 mph above the posted speed limit.
Rounding to the nearest 5 mph increment below the critical speed warrants a speed limit of 30 mph. However, the roadway segment cannot safely operate as a high speed roadway as it features horizontal curves and provides access to a pedestrian and bicycle overcrossing. Additionally, the roadway segment classifies as a business district per CVC Section 235. Thus, a lower prima facie speed limit of 25 mph is recommended via CVC Section 22352. The southern portion of the roadway segment, approaching Clarke Avenue, is fairly straight and flat, allowing drivers to travel at higher speeds. Traffic calming measures, such as curb bulb outs, road diet, speed bumps, speed feedback signage, etc., are suggested for the portion of the segment approaching Clarke Avenue.
Segment #5: Pulgas Avenue from Weeks Street to Bay Road (25 mph) The existing posted speed is 25 mph. The critical speed is 27 mph, which is 2 mph above the posted speed limit.
This warrants a speed limit of 25 mph when rounded to the nearest 5 mph increment below the critical speed.
On-street parking on the roadway reduces the widths of the through lanes. A bulb-out in the middle of the segment reduces the roadway width further, which slows down traffic. 71 percent of all vehicles surveyed on the roadway traveled below the critical speed. These factors, along with the presence of a nearby Class III multi-use ped-bike path and concrete sidewalks on both sides of the roadway leads TJKM to recommend maintaining the existing speed limit of 25 mph in accordance to the provisions of CVC Section 22358.6.
Segment #6: Bay Road from Dumbarton Drive to University Avenue (25 mph) 53 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 24 The existing posted speed is 25 mph. The critical speed is 32 mph, which is 7 mph above the posted speed limit, warranting a speed limit of 30 mph. However, the segment is located within a residence district and school zone and provides vehicular, pedestrian and bicycle access to schools and residences, thus yielding higher levels of pedestrian activity. TJKM recommends maintaining the existing speed limit of 25 mph though the use of E&TS and CVC Section 22358.7.
Segment #7: E Bayshore Road from Saratoga Avenue to Euclid Avenue (25 mph) The existing posted speed is 25 mph. The critical speed is 31 mph, which is 6 mph above the existing speed limit, warranting a speed limit of 30 mph when rounding to the nearest 5 mph increment below the critical speed. The roadway segment provides access to residential neighborhoods, and has a history of fatal collisions and community complaints of speeding. Additionally, many businesses line the roadway would generate high concentrations of pedestrian or bicycle traffic. Thus, TJKM recommends maintaining the existing speed limit of 25 mph per the provisions of CVC Section 22358.7.
Segment #8: W Bayshore Road from Addison Avenue to Manhattan Avenue (25 mph) The existing posted speed is 25 mph. The critical speed is 34 mph, which is 9 mph above the existing speed limit.
By rounding down to the nearest 5 mph increment, a speed limit of 30 mph is warranted. However, a prima facie speed limit of 25 mph is recommended per CVC Section 22352 as the segment is classified as a residence district per CVC Section 235, provides a Class III Bike Route in both directions, and features on-street parking on the south side.
Segment #9: W Bayshore Road from Cooley Avenue to Woodland Avenue (25 mph) The existing posted speed is 25 mph. The critical speed is 32 mph, which is 7 mph above the existing speed limit, warranting a speed limit of 30 mph when rounding to the nearest 5 mph increment below the critical speed.
However, the roadway segment is narrow and features on-street parking on the south side. TJKM recommends a prima facie speed limit of 25 mph per CVC Section 22352 as the roadway segment is classified as a business district and provides access to multi-family residential land uses, a public park, and a pedestrian and bicycle overcrossing.
Segment #10: Woodland Avenue from Cooley Avenue to Newell Road (25 mph) The existing posted speed is 25 mph. The critical speed is 28 mph, which is 3 mph above the existing speed limit, warranting a speed limit of 30 mph. However, as 87 percent of observed vehicles drove from 20 mph to 29 mph, as the roadway is narrow, has many horizontal curves, and has intermittent concrete sidewalks only on one side, and as the roadway is along a residence district under CVC Section 235, TJKM recommends a prima facie speed limit of 25 mph per CVC Section 22352.
Segment #11: Woodland Avenue from Newell Road to W Bayshore Road (25 mph) The existing posted speed is 25 mph. The critical speed is 31 mph, which is 6 mph above the existing speed limit, warranting a speed limit of 30 mph. However, the roadway segment is generally narrow and features horizontal curves, on-street parking, and several driveways into multi-family residences. To maintain the safety of the 54 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 25 residential roadway segment, TJKM recommends the speed limit remains at 25 mph through the use of E&TS and CVC Section 22352.
Segment #12: Runnymede Street from Cooley Avenue to Clarke Avenue (25 mph) The existing posted speed is 25 mph. The critical speed is 33 mph, which is 8 mph above the existing speed limit.
Rounding to the nearest 5 mph increment below the critical speed warrants a speed limit of 30 mph. However, a prima facie speed limit of 25 mph is recommended per CVC Section 22352 as the segment is classified as a residence district per CVC Section 515 and is within 0.5 mile walking distance of a school. TJKM also recommends traffic calming improvements, such as speed humps, road diet, speed feedback signs, bulb outs, etc., are considered for implementation along this segment as speeding was observed during a field visit. 55 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | 26 Table 6: Recommended Speed Limits Summary
# Street Name Survey Limits Roadway
Class.
Speed (mph) Changes
to
Existing Existing 85th
Percentile Recommended
1 University
Avenue
Bay Road to Notre Dame
Avenue
Major
Thoroughfare 25 37 30 +5
2 Demeter Street Bay Road to End of Street Connector NP 29 25 0 3 Bay Road Cooley Landing to Clarke
Avenue
Neighborhood
Main Street 25 33 25 0
4 East Bayshore
Road
Donohoe Street to Clarke
Avenue
Major
Thoroughfare 25 31 25 0
5 Pulgas Avenue Weeks Street to Bay Road Neighborhood
Connector 25 27 25 0
6 Bay Road Dumbarton Drive to
University Avenue
Residential
Boulevard 25 32 25 0
7 East Bayshore
Road
Saratoga Avenue to Euclid
Avenue Connector 25 31 25 0
8 West Bayshore
Road
Addison Avenue to
Manhattan Avenue Connector 25 34 25 0
9 West Bayshore
Road
Cooley Avenue to
Woodland Avenue Connector 25 32 25 0
10 Woodland
Avenue
Cooley Avenue to Newell
Road Connector 25 28 25 0
11 Woodland
Avenue
Newell Road to West
Bayshore Road Connector 25 31 25 0
12 Runnymede
Street
Cooley Avenue to Clarke
Avenue
Neighborhood
Connector 25 33 25 0
56 BAY RD
PULGAS AVE
CLARKE AVE
WEEKS ST
COOLEY AVE
ILLINOIS ST
WISTERIA DR
RUNNYMEDE ST
FORDHAM ST
E BAYSHORE RD
BEECH ST
AZALIA DR
W BAYSHORE RD
CAPITOL AVE
GARDEN ST
O'CONNOR ST
MENALTO AVE
EUCLID AVE
ALBERNI ST
TARA ST
DEMETER ST
CAMELLIA DR
GLEN WAY
TATE ST
OAKS ST
VERBENA DR
RALMAR AVE
GREEN ST
MYRTLE ST
KAVANAUGH DR GLORIA WAY
LAUREL AVE
TULANE AVE
CYPRESS ST
WESTMINSTER AVE
JASMINE WAY
HOLLAND ST
SAGE ST
WILKS ST
NEWELL RD
DAPHNE WAY
MANHATTAN AVE
UNIVERSITY AVENUE
DAISY LN
SCOFIELD ST
RALMAR AVE
W BAYSHORE RD
3 7
4 2
6 1
5 10
12 8
11 9
PALO ALTO
MENLO PARK
109
101
101
Changes to Speed
Speed remains same
Roads
XX Segment ID
City of East Palo Alto
Speed increase by 5 mph
0 0.25 0.5 1
Miles
Figure 6 : Changes in Recommended Speed
57 BAY RD
PULGAS AVE
CLARKE AVE
WEEKS ST
COOLEY AVE
ILLINOIS ST
WISTERIA DR
RUNNYMEDE ST
FORDHAM ST
E BAYSHORE RD
BEECH ST
AZALIA DR
W BAYSHORE RD
CAPITOL AVE
GARDEN ST
O'CONNOR ST
MENALTO AVE
EUCLID AVE
ALBERNI ST
TARA ST
DEMETER ST
CAMELLIA DR
GLEN WAY
TATE ST
OAKS ST
VERBENA DR
RALMAR AVE
GREEN ST
MYRTLE ST
KAVANAUGH DR GLORIA WAY
LAUREL AVE
TULANE AVE
CYPRESS ST
WESTMINSTER AVE
JASMINE WAY
HOLLAND ST
SAGE ST
WILKS ST
NEWELL RD
DAPHNE WAY
MANHATTAN AVE
UNIVERSITY AVENUE
DAISY LN
SCOFIELD ST
RALMAR AVE
W BAYSHORE RD
3 7
4 2
6 1
5 10
12 8
11 9
PALO ALTO
MENLO PARK
109
101
101
Recommended Speed Limits
Roads
XX City of East Palo Alto
XX Segment ID
25 mph
30 mph
0 0.25 0.5 1
Miles
Figure 7 : Recommended Speed Limits
58 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | A
APPENDIX A
RECOMMENDED SPEED LIMIT CERTIFICATIONS
59 Segment #1
Street: University Avenue
Limits: Bay Road to Notre Dame Avenue
Direction: NB/SB
Date /Location of Survey 3/15/2023
Posted Speed Limit (mph) 25
# Speed Data Collected 201
85th Percentile (mph) 37
10 mph Pace 27 - 36
Percent in Pace 75%
Average Daily Traffic (ADT) 16,282
Length of Segment (mi.) 0.28
Street Classification Major Thoroughfare
Date Range Covered January 2015 - December 2019
Total Accidents 12
Accident Rate (Acc/MVM) 0.69
Statewide Average Accident Rate 1.42
Adjacent Land Use
Roadway Geometrics
Comments
Yes
Recommended Speed Limit: 30
Approved and Authorized for release by the City of East Palo Alto:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 25
Signed:
Title:
D. Roadway Conditions
Adjacent land use is mainly residential along with a small commercial development and one elementary school.
Four-lane divided roadway with raised median. University Avenue prohibits on-street parking along this segment. Class II Bicycle lanes exist on both sides of the road. A continuous sidewalk exists on the west side of the segment. A short sidewalk segment exists on the east side of the road between Kavanaugh Drive, and an unpaved pathway exists between University Avenue and Michigan Avenue. At least one crosswalk exists at each intersection along this segment. The segment is classified as a major thoroughfare and provides access to residential roadways east and west of the roadway segments. Additionally the segment is 0.3 miles long and features three signalized intersections and one one-way stop controlled intersection. The segment is generally straight and flat.
Results of the attached engineering & traffic survey information support increasing the posted speed limit to 30 mph. Although the 85th percentile speed is 12 mph above the posted speed limit, warranting a speed of 35 mph, field observations yielded that vehicles travel in the range of 27 - 36 mph and the segment is within walking distance of elementary and middle schools. Thus, a 30 mph speed limit is recommended via CVC Section 22358.7. Due to a high 85th percentile speed observed during data collection, traffic calming measures, such as curb bulbouts, road diet, speed bumps, speed feedback signage, etc., are suggested along this segment.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 60 Segment #2
Street: Demeter Street
Limits: Bay Road to End of Street
Direction: NB/SB
Date /Location of Survey 5/6/2021
Posted Speed Limit (mph) NP
# Speed Data Collected 83
85th Percentile (mph) 29
10 mph Pace 19 - 28
Percent in Pace 72%
Average Daily Traffic (ADT) 674
Length of Segment (mi.) 0.35
Street Classification Connector
Date Range Covered January 2015 - December 2019
Total Accidents 0
Accident Rate (Acc/MVM) 0.00
Statewide Average Accident Rate 2.09
Adjacent Land Use
Roadway Geometrics
Comments
Yes
Recommended Speed Limit: 25
Approved and Authorized for release by the City of East Palo Alto:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: NP
Signed:
Title:
D. Roadway Conditions
Adjacent land use is industrial along with the East Palo Alto Police Department.
Two-lane undivided roadway with multiple driveways on both sides of the segment. Demeter Street allows on-street parking on both sides of the road for the entire length of the segment. Sidewalks exist on both sides of the segment, however, significant gaps are present on both sides. Bicycle facilities are not provided along this segment. The segment provides access to industrial land uses along with the East Palo Alto Police Department. Demeter street extends 0.4 miles north of Bay Road and does not feature any intersections north of Bay Road. The segment is generally straight and flat.
Results of the attached engineering & traffic survey information support implementing a posted speed limit sign of 25 mph.
Although the 85th percentile speed warrants a speed of 30 mph, the segment features several driveways on both sides and field observations yielded that vehicles travel at very low speeds. Thus, a lower posted speed limit is recommended via CVC Section 22358.7.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 61 Segment #3
Street: Bay Road
Limits: Cooley Landing to Clarke Avenue
Direction: EB/WB
Date /Location of Survey 3/10/2022
Posted Speed Limit (mph) 25
# Speed Data Collected 103
85th Percentile (mph) 33
10 mph Pace 22 - 31
Percent in Pace 76%
Average Daily Traffic (ADT) 657
Length of Segment (mi.) 0.64
Street Classification Neighborhood Main Street
Date Range Covered January 2015 - December 2019
Total Accidents 6
Accident Rate (Acc/MVM) 0.13
Statewide Average Accident Rate 1.71
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 25
Approved and Authorized for release by the City of East Palo Alto:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 25
Signed:
Title:
D. Roadway Conditions
Adjacent land use is mainly industrial along with some medical offices and the Cooley Landing Park.
Two- to four-lane roadway with a raised median between Clarke Avenue and Pulgas Avenue. On-street parking is permitted on both sides of the segment for the entire length of the segment. Continuous sidewalks with curb ramps exist on both sides of the segment between Clarke Avenue and Pulgas Avenue. Class II bike lanes are provided between Clarke Avenue and Pulgas Avenue.
The segment provides access to single-family homes, retail, medical office and industrial land uses. The segment is 0.7 miles and features gentle horizontal curves.
Results of the attached engineering & traffic survey information support implementing a posted speed limit sign of 25 mph. Over three quarters of observed vehicles traveled between 22 mph and 31 mph, with the median at 28 mph. High concentrations of pedestrians and bicyclists could also form from the adjacent youth centers. Thus, a 25 mph speed limit is recommended via CVC Section 22358.7
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 62 Segment #4
Street: East Bayshore Road
Limits: Donohoe Street to Clarke Avenue
Direction: EB/WB
Date /Location of Survey 3/15/2023
Posted Speed Limit (mph) 25
# Speed Data Collected 127
85th Percentile (mph) 31
10 mph Pace 23 - 32
Percent in Pace 85%
Average Daily Traffic (ADT) 7,689
Length of Segment (mi.) 0.41
Street Classification Major Thoroughfare
Date Range Covered January 2015 - December 2019
Total Accidents 6
Accident Rate (Acc/MVM) 0.96
Statewide Average Accident Rate 1.42
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 25
Approved and Authorized for release by the City of East Palo Alto:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 25
Signed:
Title:
D. Roadway Conditions
Adjacent land use is retail.
Two- to five-lane roadway with a raised median for the entire length of the segment. East Bayshore Road prohobots on-street parking on both sides of the road. A continuous sidewalk with curb ramps and crosswalks exist on the east side of the road for the entire length of the segment, and on the west side between Donohoe Street and 325 feet south of O Connor Street. Bicycle facilities are not provided along this segment. The segment provides access to Ikea on the west side and the Ravenswood Shopping Center on the east. The segment is 0.4 miles and has multiple one-way stop-controlled and signalized intersections. The segment is generally flat and features moderate horizontal curves.
Results of the attached engineering & traffic survey information support increasing the posted speed limit to 30 mph. Although the 85th percentile speed is 6 mph above the posted speed limit, warranting a speed limit of 30 mph, the roadway segment is located in a business district, features horizontal curves, and provides access to a pedestrian and bicycle overcrossing. Thus, a lower speed limit of 25 mph is recommended via CVC Section 22352. The southern portion of the roadway segment, approaching Clarke Avenue, is fairly straight and flat, allowing drivers to travel at higher speeds. Traffic calming measures, such as curb bulbouts, road diet, speed bumps, speed feedback signage, etc., are suggested for the portion of the segment approaching Clarke Avenue.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 63 Segment #5
Street: Pulgas Avenue
Limits: Weeks Street to Bay Road
Direction: NB/SB
Date /Location of Survey 1/6/2022
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 27
10 mph Pace 18 - 27
Percent in Pace 78%
Average Daily Traffic (ADT) 2,178
Length of Segment (mi.) 0.19
Street Classification Neighborhood Connector
Date Range Covered January 2015 - December 2019
Total Accidents 1
Accident Rate (Acc/MVM) 0.76
Statewide Average Accident Rate 1.80
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 25
Approved and Authorized for release by the City of East Palo Alto:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 25
Signed:
Title:
D. Roadway Conditions
Adjacent land uses are industrial and residential.
Two-lane undivided roadway with on-street parking permitted on both sides of the road. Continuous sidewalks with curb ramps exist on both sides of the road for the entire length of the segment. Bicycle facilities do not exist along the segment. The segment provides access to a single-family home neighborhood and industrial land uses. The segment is 0.2 miles and only features stopcontrolled intersections. The segment is generally straight and flat.
Results of the attached engineering & traffic survey information support implementing a posted speed limit of 25 mph. The 85th percentile speed is 27 mph, or 2 mph more than the existing speed limit. 71 percent of observed vehicles traveled below the critical speed, and the presence of ped-bike infrastructure along with low-rise residential developments nearby leads TJKM to recommend maintaining the existing speed limit of 25 mph via CVC Section 22358.6.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 64 Segment #6
Street: Bay Road
Limits: Dumbarton Drive to University Avenue
Direction: EB/WB
Date /Location of Survey 5/4/2021
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 32
10 mph Pace 23 - 32
Percent in Pace 85%
Average Daily Traffic (ADT) 6,986
Length of Segment (mi.) 0.33
Street Classification Residential Boulevard
Date Range Covered January 2015 - December 2019
Total Accidents 4
Accident Rate (Acc/MVM) 1.05
Statewide Average Accident Rate 1.80
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 25
Approved and Authorized for release by the City of East Palo Alto:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 25
Signed:
Title:
D. Roadway Conditions
Adjacent land uses are mainly residential and schools. Some retail exists near the intersection of Bay Road and University Avenue.
Two-lane roadway with two-way left-turn lane median for the entire length of the segment. On-street parking is permitted on both sides of the roadway between Gloria Way and the East Palo Alto Library driveway. On-street parking is also permitted on the south side of the roadway between Dumbarton Avenue and Gloria Way. Continuous sidewalks with curb ramps and crosswalks exist on both sides of the road for the entire length of the segment. Crosswalks are provided across Bay Road at Gloria Way, Glen Way and Dumbarton Avenue, which provide access between residencies and the East Palo Alto Library and Cesar Chavez Ravenswood Middle School. Class II bike lanes exist on both sides of the roadway for the entire length of the segment. The segment provides access to single-family homes, retail and restaurant land uses, along with schools and a church. The segment is 0.3 miles long and mainly features stop-controlled intersections, with one signalized intersection at Bay Road and University Avenue. The alignment of the segment is generally straight and flat.
Results of the attached engineering & traffic survey information support maintaining the existing speed limit. Although the 85th percentile speed is 7 mph above the posted speed limit, warranting a speed limit of 30 mph, the segment is located within a residence district and school zone and provides vehicular, pedestrian and bicycle access to schools and residences, thus yielding higher levels of pedestrian activity. TJKM recommends maintaining the existing speed limit of 25 mph per CVC Section 22358.7.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 65 Segment #7
Street: East Bayshore Road
Limits: Saratoga Avenue to Euclid Avenue
Direction: EB/WB
Date /Location of Survey 3/15/2023
Posted Speed Limit (mph) 25
# Speed Data Collected 130
85th Percentile (mph) 31
10 mph Pace 23 - 32
Percent in Pace 90%
Average Daily Traffic (ADT) 4,200
Length of Segment (mi.) 0.74
Street Classification Connector
Date Range Covered January 2015 - December 2019
Total Accidents 10
Accident Rate (Acc/MVM) 0.52
Statewide Average Accident Rate 1.80
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 25
Approved and Authorized for release by the City of East Palo Alto:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 25
Signed:
Title:
D. Roadway Conditions
Adjacent land uses are mainly residential. There are a few retail and restaurant uses, along with a storage center.
Two-lane undivided roadway with on-street parking permitted on the north side of the roadway between Menalto Avenue and Glen Way. A continuous sidewalk is provided on the north side of the roadway between Saratoga Avenue and S Poplar Avenue.
Bicycle facilities do not exist along this segment. The segment provides access to signle-family homes, retail and restaurant land uses, along with one self storage facility. The segment is 0.8 miles long and features stop-controlled intersections only. The segment is flat and features moderate horizontal curves between Saratoga Avenue and Laurel Avenue.
Results of the attached engineering & traffic survey information support increasing the posted speed limit to 30 mph. Although the 85th percentile speed is 6 mph above the posted speed limit, warranting a speed limit of 30 mph, a 25 mph speed limit is recommended per CVC Section 22358.7 as the roadway segment provides access to residential neighborhoods north of the segment.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 66 Segment #8
Street: West Bayshore Road
Limits: Addison Avenue to Manhattan Avenue
Direction: EB/WB
Date /Location of Survey 5/6/2021
Posted Speed Limit (mph) 25
# Speed Data Collected 80
85th Percentile (mph) 34
10 mph Pace 22 - 31
Percent in Pace 70%
Average Daily Traffic (ADT) 740
Length of Segment (mi.) 0.38
Street Classification Connector
Date Range Covered January 2015 - December 2019
Total Accidents 2
Accident Rate (Acc/MVM) 0.26
Statewide Average Accident Rate 1.80
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 25
Approved and Authorized for release by the City of East Palo Alto:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 25
Signed:
Title:
D. Roadway Conditions
Adjacent land use is residential.
Two-lane undivided roadway with a single yellow striped centerline between Addison Avenue and Oakwood Drive. Parking is permitted on the south side of the roadway for the entire length of the segment. The segment does not provide pedestrian facilities, but a Class III bike route exists between Donohoe Street and Manhattan Avenue. The segment mainly provides access to single-family and multi-family residencies. The segment is generally straight and features gentle vertical curves.
Results of the attached engineering & traffic survey information support increasing the posted speed limit to 30 mph. Althought the 85th percentile speed is 9 mph above the posted speed limit, warranting a speed limit of 30 mph, a speed limit of 25 mph is recommended per CVC Section 22352 as the segment is classified as a business district per CVC Section 235, provides a Class III Bike Route in both directions, and features on-street parking on the south side.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 67 Segment #9
Street: West Bayshore Road
Limits: Cooley Avenue to Woodland Avenue
Direction: EB/WB
Date /Location of Survey 3/15/2023
Posted Speed Limit (mph) 25
# Speed Data Collected 119
85th Percentile (mph) 32
10 mph Pace 24 - 33
Percent in Pace 87%
Average Daily Traffic (ADT) 1,916
Length of Segment (mi.) 0.62
Street Classification Connector
Date Range Covered January 2015 - December 2019
Total Accidents 6
Accident Rate (Acc/MVM) 0.36
Statewide Average Accident Rate 1.80
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 25
Approved and Authorized for release by the City of East Palo Alto:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 25
Signed:
Title:
D. Roadway Conditions
Adjacent land uses are mainly residential with some retail, restaurant and industrial uses.
Two-lane undivided roadway with double-yellow centerline. On-street parking is permitted on the south side of the roadway for the entire length of the segment. Intermittent sidewalks exist on the south side of the roadway with a significant gap east of Woodland Avenue. A pedestrian and bicycle overcrossing is located on the north side of the roadway just east of E. Clarke Avenue.
Bicycle facilities do not exist along this segment. The roadway segment mainly provides access to multi-family residencies. The segment is 0.6 miles long and mainly features stop-controlled intersections, with one signalized intersection at W. Bayshore Road and Newell Road. The segment is generally straight and flat.
Results of the attached engineering & traffic survey information support increasing the posted speed limit to 25 mph. Although the 85th percentile speed is 7 mph above the posted speed limit, warranting a speed limit of 30 mph, a speed limit of 25 mph is recommended per CVC Section 22358.7 as the roadway segment is classified as a business district and provides access to multifamily residential land uses, a public park, and a pedestrian and bike overpass.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 68 Segment #10
Street: Woodland Avenue
Limits: Cooley Avenue to Newell Road
Direction: EB/WB
Date /Location of Survey 5/11/2021
Posted Speed Limit (mph) 25
# Speed Data Collected 104
85th Percentile (mph) 28
10 mph Pace 20 - 29
Percent in Pace 87%
Average Daily Traffic (ADT) 2,829
Length of Segment (mi.) 0.13
Street Classification Connector
Date Range Covered January 2015 - December 2019
Total Accidents 1
Accident Rate (Acc/MVM) 0.67
Statewide Average Accident Rate 1.80
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 25
Approved and Authorized for release by the City of East Palo Alto:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 25
Signed:
Title:
D. Roadway Conditions
Adjacent land use is residential.
Two-lane unidvided roadway with no centerline. On-street parking is permitted on the north side of the roadway, and for a short segment on the south side of the roadway near Newell Road. A sidewalk exists on the north side of the roadway for the majority of the segment. Bicycle facilities do not exist along this segment. The segment provides access to multi-family residences on the north side of the roadway. The segment is flat and features gentle horizontal curves.
Results of the attached engineering & traffic survey information support maintaining the existing speed limit. Althought the 85th percentile speed warrants a speed limit of 30 mph, a lower speed limit is recommended per CVC Section 22352 as the segment provides access to multi-camily residences and features horizontal curves and on-street parking.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 69 Segment #11
Street: Woodland Avenue
Limits: Newell Road to West Bayshore Road
Direction: EB/WB
Date /Location of Survey 5/4/2021
Posted Speed Limit (mph) 25
# Speed Data Collected 56
85th Percentile (mph) 31
10 mph Pace 20 - 29
Percent in Pace 71%
Average Daily Traffic (ADT) 681
Length of Segment (mi.) 0.41
Street Classification Connector
Date Range Covered January 2015 - December 2019
Total Accidents 0
Accident Rate (Acc/MVM) 0.00
Statewide Average Accident Rate 1.80
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 25
Approved and Authorized for release by the City of East Palo Alto:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 25
Signed:
Title:
D. Roadway Conditions
Adjacent land use is residential.
Two-lane undivided roadway with double-yellow centerline between W. Bayshore Road and Newell Road. On-street parking is intermittently permitted on both sides of the roadway. Intermittent sidewalks exist on the north side of the roadway. A Class III bike route exists between Newell Road and W. Bayshore Road. The segment is 0.40 miles and mainly provides access to multi-family residencies. The segment features stop-controlled intersections. The segment is flat and features gentle to moderate horizontal curves.
Results of the attached engineering & traffic survey information support maintaining the existing posted speed limit. Although the 85th percentile speed is 6 mph above the posted speed limit, warranting a speed limit of 30 mph, a 25 mph speed limit is recommended per CVC Section 22352 as the roadway segment is generally narrow and features horizontal curves, on street parking, and several driveways into residential land uses.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 70 Segment #12
Street: Runnymede Street
Limits: Cooley Avenue to Clarke Avenue
Direction: EB/WB
Date /Location of Survey 5/4/2021
Posted Speed Limit (mph) 25
# Speed Data Collected 100
85th Percentile (mph) 33
10 mph Pace 24 - 33
Percent in Pace 76%
Average Daily Traffic (ADT) 3,027
Length of Segment (mi.) 0.24
Street Classification Neighborhood Connector
Date Range Covered January 2015 - December 2019
Total Accidents 5
Accident Rate (Acc/MVM) 0.27
Statewide Average Accident Rate 1.80
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 25
Approved and Authorized for release by the City of East Palo Alto:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 25
Signed:
Title:
D. Roadway Conditions
Adjacent land use is residential.
Two-lane undivided roadway with on-street parking permitted on both sides of the road. Intermittent sidewalks with curb ramps exist on both sides of the road. Bicycle facilities do not exist along the segment. The segment is 0.30 miles long and mainly provides access to single-family homes, with one church located on the north side of the segment. The segment features stopcontrolled intersections and is generally straight and flat.
Results of the attached engineering & traffic survey information support maintaining the existing posted speed limit. Although the 85th percentile speed is 8 mph above the posted speed limit, warranting a speed limit of 30 mph, a 25 mph speed limit is recommended per CVC Section 22352 as the segment is classified as a residence district per CVC Section 515 and is within 0.5 mile walking distance of a school.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 71 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | B
APPENDIX B
SPEED SURVEY DATA COLLECTION FORMS
72 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 5
26 5
27 12
28 15
29 13
30 15
31 13
32 16
33 16
34 19
35 16
36 15
37 12
38 10
39 7
40 8
41 2
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 201 24 - 42 33 mph 37 mph 27 - 36 150 75% 5% / 11 20% / 40
SPEED PARAMETERS
#1 - University Ave Bet. Bay Rd & Notre Dame Ave
City of East Palo Alto
Northbound & Southbound Spot Speeds
14:00-15:30
3/15/2023
Project #: 23-080061-001
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
73 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 2
26 2
27 6
28 7
29 6
30 7
31 6
32 6
33 6
34 11
35 9
36 8
37 7
38 6
39 4
40 5
41 2
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 101 25 - 42 34 mph 38 mph 28 - 37 73 72% 9% / 10 18% / 18
SPEED PARAMETERS
#1 - University Ave Bet. Bay Rd & Notre Dame Ave
City of East Palo Alto
Northbound Spot Speeds
14:00-15:30
3/15/2023
Project #: 23-080061-001
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
74 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 3
26 3
27 6
28 8
29 7
30 8
31 7
32 10
33 10
34 8
35 7
36 7
37 5
38 4
39 3
40 3
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 24 - 40 32 mph 36 mph 27 - 36 78 78% 7% / 7 15% / 15
SPEED PARAMETERS
#1 - University Ave Bet. Bay Rd & Notre Dame Ave
City of East Palo Alto
Southbound Spot Speeds
14:00-15:30
3/15/2023
Project #: 23-080061-001
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
75 25
NB SB
19 MPH 28
25 #Entries 83
NB/EB 40
SB/WB 43
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 1 1.2% 0 0% 1.2% 1 1.2%
16 - 17 16 - 17 4 4.8% 1 1% 6.0% 6 7.2%
18 - 19 18 - 19 7 8.4% 4 5% 13.3% 17 20.5%
20 - 21 20 - 21 7 8.4% 9 11% 19.3% 33 39.8%
22 - 23 22 - 23 3 3.6% 7 8% 12.0% 43 51.8%
24 - 25 24 - 25 4 4.8% 8 10% 14.5% 55 66.3%
26 - 27 26 - 27 5 6.0% 5 6% 12.0% 65 78.3%
28 - 29 28 - 29 5 6.0% 2 2% 8.4% 72 86.7%
30 - 31 30 - 31 3 3.6% 5 6% 9.6% 80 96.4%
32 - 33 32 - 33 1 1.2% 1 1% 2.4% 82 98.8%
34 - 35 34 - 35 0 0.0% 1 1% 1.2% 83 100.0%
> 35 0 > 35 0 0.0% 0 0% 0.0% 83 100.0%
Below Pace In Pace
23 MPH MPH
66.3%
Jerid
Sunny
2 MPH
Fair
PACE SPEED
Above Pace
MPH
16.9%
PRIMA FACIE SPEED LIMIT
72.3%
COLLECTOR:
Demeter St
between Bay Rd and End of Street
19 MPH 10.8%
# OF LANES:
TO
SURVEY LIMITS:
SURVEY DATE: Thursday, May 6, 2021
SURVEY START TIME:
SURVEY END TIME:
STREET CLASSIFICATION:
66.3%
EXISTING SPEED LIMIT
POSTED SPEED:
25 29 MPH
DIRECTION OF TRAFFIC:
COMPLYING COMPLYING
NONE
FREQUENCY CUMULATIVE
IDAX RADAR SAMPLE SPEED SURVEY
CRITICAL SPEED
(85TH PERCENTILE)
2 11:20:00 AM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
1:20:00 PM
MPH
ROAD CONDITION:
Residential
ROADWAY SURVEYED:
WEATHER:
RECOMMENDED SPEED LIMIT:
DIRECTION OF COLLECTION
51.8%
48.2%
SPEED ZONE LIMITS:
UNUSUAL CONDITIONS:
0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0%
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 %
76 25
EB WB
22 MPH 31
25 #Entries 103
NB/EB 53
SB/WB 50
TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 13 0 < 13 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% 0 0% 0.0% 0 0.0%
19 - 20 19 - 20 0 0.0% 1 1% 1.0% 1 1.0%
21 - 22 21 - 22 1 1.0% 4 4% 4.9% 6 5.8%
23 - 24 23 - 24 7 6.8% 4 4% 10.7% 17 16.5%
25 - 26 25 - 26 5 4.9% 7 7% 11.7% 29 28.2%
27 - 28 27 - 28 9 8.7% 20 19% 28.2% 58 56.3%
29 - 30 29 - 30 7 6.8% 6 6% 12.6% 71 68.9%
31 - 32 31 - 32 10 9.7% 2 2% 11.7% 83 80.6%
33 - 34 33 - 34 6 5.8% 4 4% 9.7% 93 90.3%
35 - 36 35 - 36 2 1.9% 1 1% 2.9% 96 93.2%
37 - 38 37 - 38 3 2.9% 0 0% 2.9% 99 96.1%
39 - 40 39 - 40 2 1.9% 0 0% 1.9% 101 98.1%
41 - 42 41 - 42 1 1.0% 1 1% 1.9% 103 100.0%
> 42 0 > 42
0 0.0% 0
0% 0.0% 103
100.0%
Below Pace In Pace
28 MPH MPH
21.4%
Craig
Sunny
4 MPH
New
PACE SPEED
Above Pace
MPH
21.4%
PRIMA FACIE SPEED LIMIT
75.7%
COLLECTOR:
Bay Rd
between Cooley Landing and Clarke Ave
2.9% 24 MPH
# OF LANES:
TO
SURVEY LIMITS:
SURVEY DATE: Thursday, March 10, 2022
SURVEY START TIME:
SURVEY END TIME:
STREET CLASSIFICATION:
21.4%
EXISTING SPEED LIMIT
POSTED SPEED:
25 33 MPH
DIRECTION OF TRAFFIC:
COMPLYING COMPLYING
NONE
FREQUENCY CUMULATIVE
IDAX RADAR SAMPLE SPEED SURVEY
CRITICAL SPEED
(85TH PERCENTILE)
3 3:20PM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
3:55PM
MPH
ROAD CONDITION:
Arterial
ROADWAY SURVEYED:
WEATHER:
RECOMMENDED SPEED LIMIT:
DIRECTION OF COLLECTION
48.5%
51.5%
SPEED ZONE LIMITS:
UNUSUAL CONDITIONS:
0.0% 5.0% 10.0% 15.0% 20.0% 25.0%
0 < 13
13 - 14
15 - 16
17 - 18
19 - 20
21 - 22
23 - 24
25 - 26
27 - 28
29 - 30
31 - 32
33 - 34
35 - 36
37 - 38
39 - 40
41 - 42
0 > 42
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
77 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 21 2
22 5
23 6
24 10
25 15
26 12
27 11
28 15
29 10
30 12
31 9
32 8
33 6
34 4
35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 127 19 - 35 28 mph 31 mph 23 - 32 108 85% 6% / 8 9% / 11
SPEED PARAMETERS
#4 - E Bayshore Rd Bet. Donohoe St & Clarke Ave
City of East Palo Alto
Eastbound & Westbound Spot Speeds
10:40-11:40
3/15/2023
Project #: 23-080061-002
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
78 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 21 1
22 2
23 3
24 4
25 8
26 6
27 4
28 7
29 5
30 7
31 5
32 3
33 3
34 2
35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 62 19 - 35 28 mph 31 mph 23 - 32 52 84% 6% / 4 10% / 6
SPEED PARAMETERS
#4 - E Bayshore Rd Bet. Donohoe St & Clarke Ave
City of East Palo Alto
Eastbound Spot Speeds
10:40-11:40
3/15/2023
Project #: 23-080061-002
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
79 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 3
23 3
24 6
25 7
26 6
27 7
28 8
29 5
30 5
31 4
32 5
33 3
34 2
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 65 21 - 34 27 mph 32 mph 23 - 32 56 86% 6% / 4 8% / 5
SPEED PARAMETERS
#4 - E Bayshore Rd Bet. Donohoe St & Clarke Ave
City of East Palo Alto
Westbound Spot Speeds
10:40-11:40
3/15/2023
Project #: 23-080061-002
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
80 25
NB SB
18 MPH 27
25 #Entries 100
NB/EB 60
SB/WB 40
TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 7 0 < 7 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% 1 1% 1.0% 1 1.0%
13 - 14 13 - 14 0 0.0% 0 0% 0.0% 1 1.0%
15 - 16 15 - 16 4 4.0% 2 2% 6.0% 7 7.0%
17 - 18 17 - 18 3 3.0% 4 4% 7.0% 14 14.0%
19 - 20 19 - 20 15 15.0% 7 7% 22.0% 36 36.0%
21 - 22 21 - 22 6 6.0% 5 5% 11.0% 47 47.0%
23 - 24 23 - 24 15 15.0% 9 9% 24.0% 71 71.0%
25 - 26 25 - 26 4 4.0% 6 6% 10.0% 81 81.0%
27 - 28 27 - 28 5 5.0% 2 2% 7.0% 88 88.0%
29 - 30 29 - 30 6 6.0% 3 3% 9.0% 97 97.0%
31 - 32 31 - 32 2 2.0% 0 0% 2.0% 99 99.0%
33 - 34 33 - 34 0 0.0% 0 0% 0.0% 99 99.0%
35 - 36 35 - 36 0 0.0% 1 1% 1.0% 100 100.0%
> 36 0 > 36
0 0.0% 0
0% 0.0% 100
100.0%
RECOMMENDED SPEED LIMIT:
DIRECTION OF COLLECTION
40.0%
60.0%
SPEED ZONE LIMITS:
UNUSUAL CONDITIONS:
IDAX RADAR SAMPLE SPEED SURVEY
CRITICAL SPEED
(85TH PERCENTILE)
5 9:00:00 AM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
10:30:00 AM
MPH
ROAD CONDITION:
Residential
ROADWAY SURVEYED:
WEATHER:
NONE
FREQUENCY CUMULATIVE
75.0%
EXISTING SPEED LIMIT
POSTED SPEED:
25 27 MPH
DIRECTION OF TRAFFIC:
COMPLYING COMPLYING
# OF LANES:
TO
SURVEY LIMITS:
SURVEY DATE: Thursday, January 6, 2022
SURVEY START TIME:
SURVEY END TIME:
STREET CLASSIFICATION:
Pulgas Ave
between Weeks St and Bay Rd
8.0% 19 MPH
Donovann
Sunny
2 MPH
New
PACE SPEED
Above Pace
MPH
14.0%
PRIMA FACIE SPEED LIMIT
78.0%
COLLECTOR:
Below Pace In Pace
23 MPH MPH
75.0%
0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0%
0 < 7
7 - 8
9 - 10
11 - 12
13 - 14
15 - 16
17 - 18
19 - 20
21 - 22
23 - 24
25 - 26
27 - 28
29 - 30
31 - 32
33 - 34
35 - 36
0 > 36
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
81 25
EB WB
23 MPH 32
25 #Entries 100
NB/EB 50
SB/WB 50
TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
<9 0 < 9 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% 0 0% 0.0% 0 0.0%
19 - 20 19 - 20 0 0.0% 0 0% 0.0% 0 0.0%
21 - 22 21 - 22 3 3.0% 2 2% 5.1% 5 5.1%
23 - 24 23 - 24 6 6.1% 6 6% 12.1% 17 17.2%
25 - 26 25 - 26 9 9.1% 6 6% 15.2% 32 32.3%
27 - 28 27 - 28 10 10.1% 14 14% 24.2% 56 56.6%
29 - 30 29 - 30 9 9.1% 11 11% 20.2% 76 76.8%
31 - 32 31 - 32 6 6.1% 7 7% 13.1% 89 89.9%
33 - 34 33 - 34 4 4.0% 2 2% 6.1% 95 96.0%
35 - 36 35 - 36 1 1.0% 1 1% 2.0% 97 98.0%
37 - 38 37 - 38 1 1.0% 1 1% 2.0% 99 100.0%
> 38 0 > 38 0 0.0% 0 0% 0.0% 99 100.0%
Below Pace In Pace
28 MPH MPH
23.0%
Jerid
Sunny
3 MPH
Fair
PACE SPEED
Above Pace
MPH
10.0%
PRIMA FACIE SPEED LIMIT
85.0%
COLLECTOR:
Bay Rd
between Dumbarton Ave and University Ave
24 MPH 5.0%
# OF LANES:
TO
SURVEY LIMITS:
SURVEY DATE: Tuesday, May 4, 2021
SURVEY START TIME:
SURVEY END TIME:
STREET CLASSIFICATION:
23.0%
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)
6 2:10:00 PM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
2:30:00 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 < 9
9 ‐ 10
11 ‐ 12
13 ‐ 14
15 ‐ 16
17 ‐ 18
19 ‐ 20
21 ‐ 22
23 ‐ 24
25 ‐ 26
27 ‐ 28
29 ‐ 30
31 ‐ 32
33 ‐ 34
35 ‐ 36
37 ‐ 38
0 > 38
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
82 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 2
22 2
23 4
24 9
25 16
26 13
27 16
28 18
29 13
30 13
31 9
32 6
33 3
34 3
35 1
36 1
37 38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 130 21 - 38 28 mph 31 mph 23 - 32 117 90% 3% / 4 7% / 9
SPEED PARAMETERS
#7 - E Bayshore Rd Bet. Saratoga Ave & Euclid Ave
City of East Palo Alto
Eastbound & Westbound Spot Speeds
12:00-13:00
3/15/2023
Project #: 23-080061-003
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
83 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 2
22 2
23 3
24 7
25 11
26 7
27 8
28 10
29 6
30 3
31 2
32 1
33 34 1
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 63 21 - 34 26 mph 29 mph 21 - 30 59 94% 0% / 0 7% / 4
SPEED PARAMETERS
#7 - E Bayshore Rd Bet. Saratoga Ave & Euclid Ave
City of East Palo Alto
Eastbound Spot Speeds
12:00-13:00
3/15/2023
Project #: 23-080061-003
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
84 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 2
25 5
26 6
27 8
28 8
29 7
30 10
31 7
32 5
33 3
34 2
35 1
36 1
37 38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 67 23 - 38 29 mph 32 mph 24 - 33 61 91% 1% / 1 8% / 5
SPEED PARAMETERS
#7 - E Bayshore Rd Bet. Saratoga Ave & Euclid Ave
City of East Palo Alto
Westbound Spot Speeds
12:00-13:00
3/15/2023
Project #: 23-080061-003
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
85 25
NB SB
22 MPH 31
25 #Entries 80
NB/EB 38
SB/WB 42
TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 13 0 < 13 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 2 2.5% 0 0% 2.5% 2 2.5%
19 - 20 19 - 20 2 2.5% 3 4% 6.3% 7 8.8%
21 - 22 21 - 22 2 2.5% 4 5% 7.5% 13 16.3%
23 - 24 23 - 24 4 5.0% 4 5% 10.0% 21 26.3%
25 - 26 25 - 26 5 6.3% 13 16% 22.5% 39 48.8%
27 - 28 27 - 28 7 8.8% 4 5% 13.8% 50 62.5%
29 - 30 29 - 30 5 6.3% 6 8% 13.8% 61 76.3%
31 - 32 31 - 32 3 3.8% 0 0% 3.8% 64 80.0%
33 - 34 33 - 34 0 0.0% 5 6% 6.3% 69 86.3%
35 - 36 35 - 36 3 3.8% 1 1% 5.0% 73 91.3%
37 - 38 37 - 38 3 3.8% 1 1% 5.0% 77 96.3%
39 - 40 39 - 40 1 1.3% 1 1% 2.5% 79 98.8%
41 - 42 41 - 42 1 1.3% 0 0% 1.3% 80 100.0%
> 42 0 > 42 0 0.0% 0 0% 0.0% 80 100.0%
Below Pace In Pace
27 MPH MPH
37.5%
Jerid
Sunny
2 MPH
Fair
PACE SPEED
Above Pace
MPH
20.0%
PRIMA FACIE SPEED LIMIT
70.0%
COLLECTOR:
W Bayshore Rd
between Addison Ave and Manhattan Ave
22 MPH 10.0%
# OF LANES:
TO
SURVEY LIMITS:
SURVEY DATE: Thursday, May 6, 2021
SURVEY START TIME:
SURVEY END TIME:
STREET CLASSIFICATION:
37.5%
EXISTING SPEED LIMIT
POSTED SPEED:
25 34 MPH
DIRECTION OF TRAFFIC:
COMPLYING COMPLYING
NONE
FREQUENCY CUMULATIVE
IDAX RADAR SAMPLE SPEED SURVEY
CRITICAL SPEED
(85TH PERCENTILE)
8 9:00:00 AM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
11:00:00 AM
MPH
ROAD CONDITION:
Residential
ROADWAY SURVEYED:
WEATHER:
RECOMMENDED SPEED LIMIT:
DIRECTION OF COLLECTION
52.5%
47.5%
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 < 13
13 ‐ 14
15 ‐ 16
17 ‐ 18
19 ‐ 20
21 ‐ 22
23 ‐ 24
25 ‐ 26
27 ‐ 28
29 ‐ 30
31 ‐ 32
33 ‐ 34
35 ‐ 36
37 ‐ 38
39 ‐ 40
41 ‐ 42
0 > 42
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
86 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 1
23 3
24 6
25 7
26 6
27 11
28 18
29 13
30 13
31 11
32 12
33 7
34 3
35 4
36 1
37 1
38 39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 119 21 - 39 29 mph 32 mph 24 - 33 104 87% 4% / 5 9% / 10
SPEED PARAMETERS
#9 - W Bayshore Rd Bet. Cooley Ave & Woodland Ave
City of East Palo Alto
Eastbound & Westbound Spot Speeds
09:30-10:30
3/15/2023
Project #: 23-080061-004
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
87 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 3
25 2
26 3
27 6
28 8
29 6
30 8
31 6
32 6
33 4
34 2
35 2
36 1
37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 59 23 - 37 30 mph 33 mph 24 - 33 52 88% 1% / 1 11% / 6
SPEED PARAMETERS
#9 - W Bayshore Rd Bet. Cooley Ave & Woodland Ave
City of East Palo Alto
Eastbound Spot Speeds
09:30-10:30
3/15/2023
Project #: 23-080061-004
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
88 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 1
23 2
24 3
25 5
26 3
27 5
28 10
29 7
30 5
31 5
32 6
33 3
34 1
35 2
36 37
38 39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 60 21 - 39 28 mph 32 mph 24 - 33 52 87% 6% / 4 7% / 4
SPEED PARAMETERS
#9 - W Bayshore Rd Bet. Cooley Ave & Woodland Ave
City of East Palo Alto
Westbound Spot Speeds
09:30-10:30
3/15/2023
Project #: 23-080061-004
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
89 25
EB WB
20 MPH 29
25 #Entries 104
NB/EB 72
SB/WB 32
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 1 1.0% 0 0% 1.0% 1 1.0%
17 - 18 17 - 18 2 1.9% 2 2% 3.8% 5 4.8%
19 - 20 19 - 20 5 4.8% 1 1% 5.8% 11 10.6%
21 - 22 21 - 22 16 15.4% 3 3% 18.3% 30 28.8%
23 - 24 23 - 24 17 16.3% 7 7% 23.1% 54 51.9%
25 - 26 25 - 26 9 8.7% 6 6% 14.4% 69 66.3%
27 - 28 27 - 28 13 12.5% 8 8% 20.2% 90 86.5%
29 - 30 29 - 30 6 5.8% 4 4% 9.6% 100 96.2%
31 - 32 31 - 32 1 1.0% 1 1% 1.9% 102 98.1%
33 - 34 33 - 34 2 1.9% 0 0% 1.9% 104 100.0%
> 34 0 > 34 0 0.0% 0 0% 0.0% 104 100.0%
Below Pace In Pace
24 MPH MPH
62.5%
Jerid
Sunny
2 MPH
Fair
PACE SPEED
Above Pace
MPH
7.7%
PRIMA FACIE SPEED LIMIT
86.5%
COLLECTOR:
Woodland Ave
between Cooley Ave and Newell Rd
21 MPH 5.8%
# OF LANES:
TO
SURVEY LIMITS:
SURVEY DATE: Tuesday, May 11, 2021
SURVEY START TIME:
SURVEY END TIME:
STREET CLASSIFICATION:
62.5%
EXISTING SPEED LIMIT
POSTED SPEED:
25 28 MPH
DIRECTION OF TRAFFIC:
COMPLYING COMPLYING
NONE
FREQUENCY CUMULATIVE
IDAX RADAR SAMPLE SPEED SURVEY
CRITICAL SPEED
(85TH PERCENTILE)
10 3:10:00 PM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
5:00:00 PM
MPH
ROAD CONDITION:
Residential
ROADWAY SURVEYED:
WEATHER:
RECOMMENDED SPEED LIMIT:
DIRECTION OF COLLECTION
30.8%
69.2%
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 < 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 %
90 25
EB WB
20 MPH 29
25 #Entries 56
NB/EB 25
SB/WB 31
TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
<9 0 < 9 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 2% 1.8% 1 1.8%
19 - 20 19 - 20 3 5.4% 2 4% 8.9% 6 10.7%
21 - 22 21 - 22 1 1.8% 4 7% 8.9% 11 19.6%
23 - 24 23 - 24 4 7.1% 5 9% 16.1% 20 35.7%
25 - 26 25 - 26 2 3.6% 6 11% 14.3% 28 50.0%
27 - 28 27 - 28 7 12.5% 5 9% 21.4% 40 71.4%
29 - 30 29 - 30 4 7.1% 2 4% 10.7% 46 82.1%
31 - 32 31 - 32 0 0.0% 3 5% 5.4% 49 87.5%
33 - 34 33 - 34 2 3.6% 1 2% 5.4% 52 92.9%
35 - 36 35 - 36 1 1.8% 1 2% 3.6% 54 96.4%
37 - 38 37 - 38 1 1.8% 1 2% 3.6% 56 100.0%
> 38 0 > 38 0 0.0% 0 0% 0.0% 56 100.0%
Below Pace In Pace
26 MPH MPH
44.6%
Jerid
Sunny
2 MPH
Fair
PACE SPEED
Above Pace
MPH
25.0%
PRIMA FACIE SPEED LIMIT
71.4%
COLLECTOR:
Woodland Ave
between Newell Rd and W Bayshore Rd
21 MPH 3.6%
# OF LANES:
TO
SURVEY LIMITS:
SURVEY DATE: Tuesday, May 4, 2021
SURVEY START TIME:
SURVEY END TIME:
STREET CLASSIFICATION:
44.6%
EXISTING SPEED LIMIT
POSTED SPEED:
25 31 MPH
DIRECTION OF TRAFFIC:
COMPLYING COMPLYING
NONE
FREQUENCY CUMULATIVE
IDAX RADAR SAMPLE SPEED SURVEY
CRITICAL SPEED
(85TH PERCENTILE)
11 9:00:00 AM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
11:00:00 AM
MPH
ROAD CONDITION:
Residential
ROADWAY SURVEYED:
WEATHER:
RECOMMENDED SPEED LIMIT:
DIRECTION OF COLLECTION
55.4%
44.6%
SPEED ZONE LIMITS:
UNUSUAL CONDITIONS:
0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 9
9 ‐ 10
11 ‐ 12
13 ‐ 14
15 ‐ 16
17 ‐ 18
19 ‐ 20
21 ‐ 22
23 ‐ 24
25 ‐ 26
27 ‐ 28
29 ‐ 30
31 ‐ 32
33 ‐ 34
35 ‐ 36
37 ‐ 38
0 > 38
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
91 25
EB WB
24 MPH 33
25 #Entries 100
NB/EB 50
SB/WB 50
TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 16 0 < 16 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 1 1.0% 2 2% 3.0% 3 3.0%
20 - 21 20 - 21 0 0.0% 2 2% 2.0% 5 5.0%
22 - 23 22 - 23 4 4.0% 2 2% 6.0% 11 11.0%
24 - 25 24 - 25 8 8.0% 8 8% 16.0% 27 27.0%
26 - 27 26 - 27 9 9.0% 9 9% 18.0% 45 45.0%
28 - 29 28 - 29 7 7.0% 5 5% 12.0% 57 57.0%
30 - 31 30 - 31 7 7.0% 7 7% 14.0% 71 71.0%
32 - 33 32 - 33 8 8.0% 8 8% 16.0% 87 87.0%
34 - 35 34 - 35 1 1.0% 4 4% 5.0% 92 92.0%
36 - 37 36 - 37 2 2.0% 0 0% 2.0% 94 94.0%
38 - 39 38 - 39 1 1.0% 0 0% 1.0% 95 95.0%
40 - 41 40 - 41 1 1.0% 1 1% 2.0% 97 97.0%
42 - 43 42 - 43 1 1.0% 1 1% 2.0% 99 99.0%
44 - 45 44 - 45 0 0.0% 1 1% 1.0% 100 100.0%
> 45 0 > 45 0 0.0% 0 0% 0.0% 100 100.0%
Below Pace In Pace
28 MPH MPH
27.0%
Jerid
Sunny
2 MPH
Fair
PACE SPEED
Above Pace
MPH
13.0%
PRIMA FACIE SPEED LIMIT
76.0%
COLLECTOR:
Runnymede St
between Cooley Ave and Clarke Ave
24 MPH 11.0%
# OF LANES:
TO
SURVEY LIMITS:
SURVEY DATE: Tuesday, May 4, 2021
SURVEY START TIME:
SURVEY END TIME:
STREET CLASSIFICATION:
27.0%
EXISTING SPEED LIMIT
POSTED SPEED:
25 33 MPH
DIRECTION OF TRAFFIC:
COMPLYING COMPLYING
NONE
FREQUENCY CUMULATIVE
IDAX RADAR SAMPLE SPEED SURVEY
CRITICAL SPEED
(85TH PERCENTILE)
12 1:15:00 PM
LOCATION:
50TH
PERCENTILE 15TH PERCENTILE
2:00:00 PM
MPH
ROAD CONDITION:
Residential
ROADWAY SURVEYED:
WEATHER:
RECOMMENDED SPEED LIMIT:
DIRECTION OF COLLECTION
50.0%
50.0%
SPEED ZONE LIMITS:
UNUSUAL CONDITIONS:
0.0% 1.0% 2.0% 3.0% 4.0% 5.0% 6.0% 7.0% 8.0% 9.0% 10.0% 0 < 16
16 ‐ 17
18 ‐ 19
20 ‐ 21
22 ‐ 23
24 ‐ 25
26 ‐ 27
28 ‐ 29
30 ‐ 31
32 ‐ 33
34 ‐ 35
36 ‐ 37
38 ‐ 39
40 ‐ 41
42 ‐ 43
44 ‐ 45
0 > 45
Percent of Observations
Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
92 ENGINEERING AND TRAFFIC SURVEY | CITY OF East Palo Alto | C
APPENDIX C
AVERAGE DAILY TRAFFIC (ADT) VOLUMES
93 Location:
Count Direction:
Date Range:
Site Code:
Total
1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
Northbound 92 19,240 5,654 22 2,032 77 0 54 28 46 4 1 16 27,266 Percent 0.3% 70.6% 20.7% 0.1% 7.5% 0.3% 0.0% 0.2% 0.1% 0.2% 0.0% 0.0% 0.1% 100% Southbound 72 15,730 4,368 10 1,228 87 0 35 25 18 1 0 7 21,581 Percent 0.3% 72.9% 20.2% 0.0% 5.7% 0.4% 0.0% 0.2% 0.1% 0.1% 0.0% 0.0% 0.0% 100% Total 164 34,970 10,022 32 3,260 164 0 89 53 64 5 1 23 48,847 Percent 0.3% 71.6% 20.5% 0.1% 6.7% 0.3% 0.0% 0.2% 0.1% 0.1% 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification
Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks
Vehicle Classification Report Summary
FHWA Vehicle Classification
Study Total
University Ave BTWN Bay Rd & Notre Dame Ave
Northbound / Southbound
5/11/2021 to 5/13/2021
01 1
Project Manager: (415) 310-6469
[email protected] 94
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 43 7 0 1 0 0 0 0 0 0 0 0 51
1:00 AM 0 40 7 0 1 0 0 0 0 0 0 0 0 48
2:00 AM 0 24 11 0 3 0 0 0 0 0 0 0 0 38
3:00 AM 0 43 6 0 5 0 0 0 0 0 0 0 0 54
4:00 AM 1 70 15 0 5 0 0 0 0 0 0 0 0 91
5:00 AM 0 142 37 1 17 0 0 0 0 0 0 0 0 197
6:00 AM 4 163 57 1 19 2 0 1 1 0 0 0 0 248
7:00 AM 1 252 87 0 40 2 0 1 1 1 0 0 0 385
8:00 AM 0 353 99 0 31 0 0 1 1 0 0 0 2 487
9:00 AM 2 239 65 2 37 1 0 0 0 0 0 0 0 346
10:00 AM 1 231 64 0 30 2 0 1 2 2 0 0 1 334
11:00 AM 0 255 63 1 42 1 0 2 0 1 0 0 0 365
12:00 PM 0 319 95 1 40 1 0 1 0 1 0 0 0 458
1:00 PM 2 367 107 0 52 3 0 2 1 0 0 0 0 534
2:00 PM 5 470 172 0 63 2 0 3 1 1 1 0 0 718
3:00 PM 2 597 216 0 78 4 0 2 0 2 0 0 0 901
4:00 PM 3 640 209 0 67 3 0 2 0 2 0 0 2 928
5:00 PM 2 572 168 0 47 3 0 0 0 0 0 0 1 793
6:00 PM 1 410 123 0 29 2 0 2 1 1 0 0 1 570
7:00 PM 3 421 83 0 26 0 0 2 0 0 0 0 0 535
8:00 PM 4 293 63 0 14 0 0 2 0 0 0 0 0 376
9:00 PM 1 235 54 0 22 1 0 0 1 0 1 0 0 315
10:00 PM 1 165 29 0 5 0 0 0 2 0 0 0 0 202
11:00 PM 0 73 12 1 3 0 0 0 0 0 0 0 0 89
Total 33 6,417 1,849 7 677 27 0 22 11 11 2 0 7 9,063
Percent 0.4% 70.8% 20.4% 0.1% 7.5% 0.3% 0.0% 0.2% 0.1% 0.1% 0.0% 0.0% 0.1% Tuesday, May 11, 2021
FHWA Vehicle Classification
2 Project Manager: (415) 310-6469
[email protected] 95
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 1 36 6 0 2 0 0 0 0 0 0 0 0 45
1:00 AM 0 37 8 0 1 0 0 0 0 0 0 0 0 46
2:00 AM 0 9 2 0 3 0 0 0 0 0 0 0 0 14
3:00 AM 1 19 6 0 3 0 0 0 0 0 0 0 0 29
4:00 AM 0 64 47 0 3 1 0 1 0 0 0 0 0 116
5:00 AM 0 171 78 0 19 4 0 1 0 0 0 0 0 273
6:00 AM 3 385 137 0 40 6 0 2 1 3 1 0 1 579
7:00 AM 2 518 190 0 48 5 0 3 0 0 0 0 0 766
8:00 AM 2 379 109 0 50 4 0 1 1 1 0 0 0 547
9:00 AM 1 283 89 0 32 3 0 0 0 0 0 0 0 408
10:00 AM 0 242 66 0 31 1 0 2 0 0 0 0 0 342
11:00 AM 1 267 69 0 24 0 0 0 0 0 0 0 0 361
12:00 PM 1 265 65 1 20 0 0 1 0 0 0 0 0 353
1:00 PM 2 284 70 1 21 1 0 0 0 0 0 0 0 379
2:00 PM 4 311 79 0 20 1 0 2 0 0 0 0 0 417
3:00 PM 0 285 80 0 18 1 0 0 1 0 0 0 0 385
4:00 PM 1 296 79 0 14 0 0 0 0 0 0 0 0 390
5:00 PM 2 342 73 0 21 0 0 3 0 0 0 0 0 441
6:00 PM 0 308 59 0 11 1 0 0 1 1 0 0 0 381
7:00 PM 0 216 68 0 13 0 0 0 0 0 0 0 0 297
8:00 PM 1 183 31 0 9 0 0 0 2 0 0 0 0 226
9:00 PM 0 151 22 0 7 1 0 0 0 0 0 0 0 181
10:00 PM 1 132 27 0 6 2 0 0 0 0 0 0 0 168
11:00 PM 0 74 11 0 5 0 0 0 0 0 0 0 0 90
Total 23 5,257 1,471 2 421 31 0 16 6 5 1 0 1 7,234
Percent 0.3% 72.7% 20.3% 0.0% 5.8% 0.4% 0.0% 0.2% 0.1% 0.1% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
3 Project Manager: (415) 310-6469
[email protected] 96
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 33 5 0 2 0 0 0 0 0 0 0 0 40
1:00 AM 0 40 2 0 4 0 0 0 0 0 0 0 0 46
2:00 AM 0 32 8 0 0 0 0 0 1 0 0 0 0 41
3:00 AM 0 51 9 0 4 0 0 0 0 0 0 0 0 64
4:00 AM 0 67 22 0 7 0 0 0 0 0 0 0 0 96
5:00 AM 0 128 34 1 14 1 0 0 0 0 0 0 0 178
6:00 AM 3 166 53 1 18 1 0 0 0 0 0 0 1 243
7:00 AM 5 280 76 0 40 1 0 0 0 1 0 0 1 404
8:00 AM 1 322 102 0 33 3 0 0 1 1 0 0 0 463
9:00 AM 0 234 77 0 36 3 0 1 0 2 0 0 0 353
10:00 AM 0 211 61 0 30 0 0 1 1 1 0 0 0 305
11:00 AM 0 221 95 2 46 3 0 1 0 1 0 1 0 370
12:00 PM 1 292 99 0 41 1 0 3 0 1 0 0 0 438
1:00 PM 0 343 135 0 52 2 0 0 0 1 0 0 1 534
2:00 PM 2 465 186 0 71 0 0 1 0 2 1 0 2 730
3:00 PM 1 635 233 1 64 3 0 1 1 4 0 0 0 943
4:00 PM 4 632 200 0 64 3 0 1 1 2 0 0 1 908
5:00 PM 2 601 158 0 53 2 0 1 0 2 0 0 0 819
6:00 PM 2 429 136 0 35 2 0 0 0 1 0 0 0 605
7:00 PM 0 382 94 0 23 0 0 1 0 0 0 0 0 500
8:00 PM 2 293 71 0 22 1 0 0 0 0 0 0 0 389
9:00 PM 1 238 36 0 21 0 0 0 0 0 0 0 0 296
10:00 PM 2 173 33 0 9 0 0 0 0 0 0 0 0 217
11:00 PM 1 123 18 1 1 0 0 0 1 0 0 0 0 145
Total 27 6,391 1,943 6 690 26 0 11 6 19 1 1 6 9,127
Percent 0.3% 70.0% 21.3% 0.1% 7.6% 0.3% 0.0% 0.1% 0.1% 0.2% 0.0% 0.0% 0.1% Wednesday, May 12, 2021
FHWA Vehicle Classification
4 Project Manager: (415) 310-6469
[email protected] 97
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 41 10 0 1 0 0 0 1 0 0 0 0 53
1:00 AM 0 29 3 0 1 0 0 0 0 0 0 0 0 33
2:00 AM 0 16 11 0 2 0 0 0 1 0 0 0 0 30
3:00 AM 0 22 3 0 3 0 0 0 0 0 0 0 0 28
4:00 AM 0 68 42 0 5 0 0 1 0 0 0 0 0 116
5:00 AM 1 193 81 1 24 2 0 0 0 1 0 0 0 303
6:00 AM 4 379 150 0 42 3 0 0 0 0 0 0 0 578
7:00 AM 2 472 168 0 55 1 0 2 2 1 0 0 1 704
8:00 AM 1 414 134 0 56 1 0 2 0 0 0 0 0 608
9:00 AM 2 282 89 0 53 0 0 2 0 0 0 0 0 428
10:00 AM 1 270 72 0 28 2 0 2 0 2 0 0 0 377
11:00 AM 0 254 73 1 23 0 0 1 0 0 0 0 0 352
12:00 PM 0 284 74 0 16 1 0 1 0 0 0 0 0 376
1:00 PM 1 284 66 0 16 2 0 0 0 0 0 0 0 369
2:00 PM 0 265 69 0 20 0 0 0 1 0 0 0 1 356
3:00 PM 2 271 82 0 10 0 0 0 0 0 0 0 0 365
4:00 PM 5 323 78 0 13 0 0 0 0 0 0 0 0 419
5:00 PM 0 336 79 0 13 0 0 1 1 0 0 0 0 430
6:00 PM 1 299 59 0 12 0 0 0 0 0 0 0 0 371
7:00 PM 1 211 38 0 6 1 0 0 0 0 0 0 0 257
8:00 PM 2 160 33 0 6 1 0 0 0 0 0 0 0 202
9:00 PM 0 154 31 0 6 2 0 1 0 0 0 0 0 194
10:00 PM 0 146 25 0 3 0 0 0 0 0 0 0 0 174
11:00 PM 0 94 7 0 4 0 0 0 0 0 0 0 0 105
Total 23 5,267 1,477 2 418 16 0 13 6 4 0 0 2 7,228
Percent 0.3% 72.9% 20.4% 0.0% 5.8% 0.2% 0.0% 0.2% 0.1% 0.1% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
5 Project Manager: (415) 310-6469
[email protected] 98
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 50 6 0 2 1 0 0 1 0 0 0 0 60
1:00 AM 0 32 4 0 3 0 0 0 0 0 0 0 0 39
2:00 AM 0 27 10 0 2 0 0 0 0 0 0 0 0 39
3:00 AM 0 42 8 0 5 0 0 0 0 0 0 0 0 55
4:00 AM 0 60 25 0 6 1 0 0 0 0 0 0 0 92
5:00 AM 2 128 30 1 14 1 0 0 1 0 0 0 0 177
6:00 AM 2 155 56 2 18 0 0 0 0 0 1 0 0 234
7:00 AM 4 257 104 1 39 2 0 0 1 1 0 0 0 409
8:00 AM 0 337 84 0 31 2 0 0 0 1 0 0 0 455
9:00 AM 2 272 59 0 38 0 0 1 1 0 0 0 0 373
10:00 AM 0 200 55 0 25 0 0 2 2 0 0 0 0 284
11:00 AM 1 274 74 3 41 3 0 1 1 0 0 0 1 399
12:00 PM 0 325 82 0 34 1 0 1 1 1 0 0 1 446
1:00 PM 1 340 127 1 46 2 0 1 0 1 0 0 0 519
2:00 PM 1 474 167 0 52 1 0 3 0 5 0 0 0 703
3:00 PM 3 574 229 0 76 3 0 2 0 3 0 0 0 890
4:00 PM 6 636 219 0 77 1 0 1 1 2 0 0 0 943
5:00 PM 2 608 160 0 59 2 0 6 0 1 0 0 1 839
6:00 PM 3 416 114 0 31 3 0 1 0 0 0 0 0 568
7:00 PM 2 345 94 0 30 1 0 0 0 0 0 0 0 472
8:00 PM 0 326 60 0 18 0 0 1 0 1 0 0 0 406
9:00 PM 2 235 53 0 11 0 0 1 0 0 0 0 0 302
10:00 PM 0 187 30 0 5 0 0 0 1 0 0 0 0 223
11:00 PM 1 132 12 1 2 0 0 0 1 0 0 0 0 149
Total 32 6,432 1,862 9 665 24 0 21 11 16 1 0 3 9,076
Percent 0.4% 70.9% 20.5% 0.1% 7.3% 0.3% 0.0% 0.2% 0.1% 0.2% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
6 Project Manager: (415) 310-6469
[email protected] 99
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 48 7 0 1 0 0 0 1 0 0 0 0 57
1:00 AM 0 41 7 0 0 0 0 0 0 0 0 0 0 48
2:00 AM 0 23 4 0 3 0 0 0 1 0 0 0 0 31
3:00 AM 0 24 3 0 3 0 0 0 1 0 0 0 0 31
4:00 AM 0 73 28 0 7 1 0 0 0 0 0 0 0 109
5:00 AM 1 202 87 0 20 2 0 1 0 0 0 0 0 313
6:00 AM 3 339 125 0 32 5 0 1 0 1 0 0 2 508
7:00 AM 2 447 157 1 46 10 0 1 1 2 0 0 0 667
8:00 AM 1 394 114 0 45 2 0 2 1 0 0 0 0 559
9:00 AM 1 278 87 2 34 4 0 0 0 3 0 0 0 409
10:00 AM 1 246 68 1 30 0 0 0 0 1 0 0 0 347
11:00 AM 0 277 76 0 33 0 0 0 1 0 0 0 1 388
12:00 PM 0 266 60 1 18 0 0 0 0 1 0 0 0 346
1:00 PM 2 270 67 0 15 0 0 0 0 1 0 0 0 355
2:00 PM 1 288 91 0 17 3 0 1 1 0 0 0 0 402
3:00 PM 2 312 72 0 18 4 0 0 1 0 0 0 0 409
4:00 PM 2 309 74 1 12 2 0 0 0 0 0 0 0 400
5:00 PM 4 297 69 0 12 1 0 0 1 0 0 0 0 384
6:00 PM 2 271 65 0 11 0 0 0 0 0 0 0 0 349
7:00 PM 0 228 45 0 4 2 0 0 1 0 0 0 1 281
8:00 PM 0 181 43 0 10 2 0 0 0 0 0 0 0 236
9:00 PM 1 144 34 0 11 1 0 0 1 0 0 0 0 192
10:00 PM 1 160 26 0 6 1 0 0 1 0 0 0 0 195
11:00 PM 2 88 11 0 1 0 0 0 1 0 0 0 0 103
Total 26 5,206 1,420 6 389 40 0 6 13 9 0 0 4 7,119
Percent 0.4% 73.1% 19.9% 0.1% 5.5% 0.6% 0.0% 0.1% 0.2% 0.1% 0.0% 0.0% 0.1% Thursday, May 13, 2021
FHWA Vehicle Classification
7 Project Manager: (415) 310-6469
[email protected] 100
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Total Study Average
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 42 6 0 2 0 0 0 0 0 0 0 0 50
1:00 AM 0 37 4 0 3 0 0 0 0 0 0 0 0 44
2:00 AM 0 28 10 0 2 0 0 0 0 0 0 0 0 40
3:00 AM 0 45 8 0 5 0 0 0 0 0 0 0 0 58
4:00 AM 0 66 21 0 6 0 0 0 0 0 0 0 0 93
5:00 AM 1 133 34 1 15 1 0 0 0 0 0 0 0 185
6:00 AM 3 161 55 1 18 1 0 0 0 0 0 0 0 239
7:00 AM 3 263 89 0 40 2 0 0 1 1 0 0 0 399
8:00 AM 0 337 95 0 32 2 0 0 1 1 0 0 1 469
9:00 AM 1 248 67 1 37 1 0 1 0 1 0 0 0 357
10:00 AM 0 214 60 0 28 1 0 1 2 1 0 0 0 307
11:00 AM 0 250 77 2 43 2 0 1 0 1 0 0 0 376
12:00 PM 0 312 92 0 38 1 0 2 0 1 0 0 0 446
1:00 PM 1 350 123 0 50 2 0 1 0 1 0 0 0 528
2:00 PM 3 470 175 0 62 1 0 2 0 3 1 0 1 718
3:00 PM 2 602 226 0 73 3 0 2 0 3 0 0 0 911
4:00 PM 4 636 209 0 69 2 0 1 1 2 0 0 1 925
5:00 PM 2 594 162 0 53 2 0 2 0 1 0 0 1 817
6:00 PM 2 418 124 0 32 2 0 1 0 1 0 0 0 580
7:00 PM 2 383 90 0 26 0 0 1 0 0 0 0 0 502
8:00 PM 2 304 65 0 18 0 0 1 0 0 0 0 0 390
9:00 PM 1 236 48 0 18 0 0 0 0 0 0 0 0 303
10:00 PM 1 175 31 0 6 0 0 0 1 0 0 0 0 214
11:00 PM 1 109 14 1 2 0 0 0 1 0 0 0 0 128
Total 29 6,413 1,885 6 678 23 0 16 7 17 1 0 4 9,079
Percent 0.3% 70.6% 20.8% 0.1% 7.5% 0.3% 0.0% 0.2% 0.1% 0.2% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
8 Project Manager: (415) 310-6469
[email protected] 101
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Total Study Average
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 42 8 0 1 0 0 0 1 0 0 0 0 52
1:00 AM 0 36 6 0 1 0 0 0 0 0 0 0 0 43
2:00 AM 0 16 6 0 3 0 0 0 1 0 0 0 0 26
3:00 AM 0 22 4 0 3 0 0 0 0 0 0 0 0 29
4:00 AM 0 68 39 0 5 1 0 1 0 0 0 0 0 114
5:00 AM 1 189 82 0 21 3 0 1 0 0 0 0 0 297
6:00 AM 3 368 137 0 38 5 0 1 0 1 0 0 1 554
7:00 AM 2 479 172 0 50 5 0 2 1 1 0 0 0 712
8:00 AM 1 396 119 0 50 2 0 2 1 0 0 0 0 571
9:00 AM 1 281 88 1 40 2 0 1 0 1 0 0 0 415
10:00 AM 1 253 69 0 30 1 0 1 0 1 0 0 0 356
11:00 AM 0 266 73 0 27 0 0 0 0 0 0 0 0 366
12:00 PM 0 272 66 1 18 0 0 1 0 0 0 0 0 358
1:00 PM 2 279 68 0 17 1 0 0 0 0 0 0 0 367
2:00 PM 2 288 80 0 19 1 0 1 1 0 0 0 0 392
3:00 PM 1 289 78 0 15 2 0 0 1 0 0 0 0 386
4:00 PM 3 309 77 0 13 1 0 0 0 0 0 0 0 403
5:00 PM 2 325 74 0 15 0 0 1 1 0 0 0 0 418
6:00 PM 1 293 61 0 11 0 0 0 0 0 0 0 0 366
7:00 PM 0 218 50 0 8 1 0 0 0 0 0 0 0 277
8:00 PM 1 175 36 0 8 1 0 0 1 0 0 0 0 222
9:00 PM 0 150 29 0 8 1 0 0 0 0 0 0 0 188
10:00 PM 1 146 26 0 5 1 0 0 0 0 0 0 0 179
11:00 PM 1 85 10 0 3 0 0 0 0 0 0 0 0 99
Total 23 5,245 1,458 2 409 28 0 12 8 4 0 0 1 7,190
Percent 0.3% 72.9% 20.3% 0.0% 5.7% 0.4% 0.0% 0.2% 0.1% 0.1% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
9 Project Manager: (415) 310-6469
[email protected] 102
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
3-Day (Tuesday - Thursday) Average
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 42 6 0 2 0 0 0 0 0 0 0 0 50
1:00 AM 0 37 4 0 3 0 0 0 0 0 0 0 0 44
2:00 AM 0 28 10 0 2 0 0 0 0 0 0 0 0 40
3:00 AM 0 45 8 0 5 0 0 0 0 0 0 0 0 58
4:00 AM 0 66 21 0 6 0 0 0 0 0 0 0 0 93
5:00 AM 1 133 34 1 15 1 0 0 0 0 0 0 0 185
6:00 AM 3 161 55 1 18 1 0 0 0 0 0 0 0 239
7:00 AM 3 263 89 0 40 2 0 0 1 1 0 0 0 399
8:00 AM 0 337 95 0 32 2 0 0 1 1 0 0 1 469
9:00 AM 1 248 67 1 37 1 0 1 0 1 0 0 0 357
10:00 AM 0 214 60 0 28 1 0 1 2 1 0 0 0 307
11:00 AM 0 250 77 2 43 2 0 1 0 1 0 0 0 376
12:00 PM 0 312 92 0 38 1 0 2 0 1 0 0 0 446
1:00 PM 1 350 123 0 50 2 0 1 0 1 0 0 0 528
2:00 PM 3 470 175 0 62 1 0 2 0 3 1 0 1 718
3:00 PM 2 602 226 0 73 3 0 2 0 3 0 0 0 911
4:00 PM 4 636 209 0 69 2 0 1 1 2 0 0 1 925
5:00 PM 2 594 162 0 53 2 0 2 0 1 0 0 1 817
6:00 PM 2 418 124 0 32 2 0 1 0 1 0 0 0 580
7:00 PM 2 383 90 0 26 0 0 1 0 0 0 0 0 502
8:00 PM 2 304 65 0 18 0 0 1 0 0 0 0 0 390
9:00 PM 1 236 48 0 18 0 0 0 0 0 0 0 0 303
10:00 PM 1 175 31 0 6 0 0 0 1 0 0 0 0 214
11:00 PM 1 109 14 1 2 0 0 0 1 0 0 0 0 128
Total 29 6,413 1,885 6 678 23 0 16 7 17 1 0 4 9,079
Percent 0.3% 70.6% 20.8% 0.1% 7.5% 0.3% 0.0% 0.2% 0.1% 0.2% 0.0% 0.0% 0.0% FHWA Vehicle Classification
10 Project Manager: (415) 310-6469
[email protected] 103
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
3-Day (Tuesday - Thursday) Average
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 42 8 0 1 0 0 0 1 0 0 0 0 52
1:00 AM 0 36 6 0 1 0 0 0 0 0 0 0 0 43
2:00 AM 0 16 6 0 3 0 0 0 1 0 0 0 0 26
3:00 AM 0 22 4 0 3 0 0 0 0 0 0 0 0 29
4:00 AM 0 68 39 0 5 1 0 1 0 0 0 0 0 114
5:00 AM 1 189 82 0 21 3 0 1 0 0 0 0 0 297
6:00 AM 3 368 137 0 38 5 0 1 0 1 0 0 1 554
7:00 AM 2 479 172 0 50 5 0 2 1 1 0 0 0 712
8:00 AM 1 396 119 0 50 2 0 2 1 0 0 0 0 571
9:00 AM 1 281 88 1 40 2 0 1 0 1 0 0 0 415
10:00 AM 1 253 69 0 30 1 0 1 0 1 0 0 0 356
11:00 AM 0 266 73 0 27 0 0 0 0 0 0 0 0 366
12:00 PM 0 272 66 1 18 0 0 1 0 0 0 0 0 358
1:00 PM 2 279 68 0 17 1 0 0 0 0 0 0 0 367
2:00 PM 2 288 80 0 19 1 0 1 1 0 0 0 0 392
3:00 PM 1 289 78 0 15 2 0 0 1 0 0 0 0 386
4:00 PM 3 309 77 0 13 1 0 0 0 0 0 0 0 403
5:00 PM 2 325 74 0 15 0 0 1 1 0 0 0 0 418
6:00 PM 1 293 61 0 11 0 0 0 0 0 0 0 0 366
7:00 PM 0 218 50 0 8 1 0 0 0 0 0 0 0 277
8:00 PM 1 175 36 0 8 1 0 0 1 0 0 0 0 222
9:00 PM 0 150 29 0 8 1 0 0 0 0 0 0 0 188
10:00 PM 1 146 26 0 5 1 0 0 0 0 0 0 0 179
11:00 PM 1 85 10 0 3 0 0 0 0 0 0 0 0 99
Total 23 5,245 1,458 2 409 28 0 12 8 4 0 0 1 7,190
Percent 0.3% 72.9% 20.3% 0.0% 5.7% 0.4% 0.0% 0.2% 0.1% 0.1% 0.0% 0.0% 0.0% FHWA Vehicle Classification
11 Project Manager: (415) 310-6469
[email protected] 104
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Count Direction: Northbound / Southbound
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume Northbound 52 138 258 552 1,834 5,835 9,560 6,325 2,070 480 111 32 8 6 3 1 1 27,266 Percent 0.2% 0.5% 0.9% 2.0% 6.7% 21.4% 35.1% 23.2% 7.6% 1.8% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Southbound 34 19 46 309 1,821 6,048 7,918 3,872 1,158 270 56 26 3 1 0 0 0 21,581 Percent 0.2% 0.1% 0.2% 1.4% 8.4% 28.0% 36.7% 17.9% 5.4% 1.3% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 86 157 304 861 3,655 11,883 17,478 10,197 3,228 750 167 58 11 7 3 1 1 48,847 Percent 0.2% 0.3% 0.6% 1.8% 7.5% 24.3% 35.8% 20.9% 6.6% 1.5% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Northbound Northbound
50th Percentile (Median) 37.6 mph Mean (Average) Speed 37.4 mph
43.5 mph 10 mph Pace 32.7 - 42.7 mph
47.4 mph Percent in Pace 61.7 %
Southbound Southbound
50th Percentile (Median) 36.5 mph Mean (Average) Speed 36.6 mph
42.2 mph 10 mph Pace 31.3 - 41.3 mph
46.4 mph Percent in Pace 66.0 %
Vehicle Speed Report Summary
Study Total
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 01 85th Percentile
95th Percentile
85th Percentile
95th Percentile
1 Project Manager: (415) 310-6469
[email protected] 105
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 1 10 21 16 2 1 0 0 0 0 0 0 0 51
1:00 AM 0 0 0 2 3 9 21 6 3 4 0 0 0 0 0 0 0 48
2:00 AM 0 0 0 0 0 9 12 8 6 2 1 0 0 0 0 0 0 38
3:00 AM 0 0 0 1 2 12 20 12 4 3 0 0 0 0 0 0 0 54
4:00 AM 0 0 0 1 6 14 20 24 18 6 2 0 0 0 0 0 0 91
5:00 AM 0 0 0 2 5 21 56 71 33 6 3 0 0 0 0 0 0 197
6:00 AM 1 0 1 2 10 31 80 72 42 7 1 1 0 0 0 0 0 248
7:00 AM 1 0 0 5 24 67 125 110 34 13 3 1 1 1 0 0 0 385
8:00 AM 0 0 1 8 31 117 168 131 24 4 2 1 0 0 0 0 0 487
9:00 AM 1 0 0 2 16 81 141 80 21 2 2 0 0 0 0 0 0 346
10:00 AM 0 1 0 6 21 59 117 103 23 2 2 0 0 0 0 0 0 334
11:00 AM 3 0 0 1 12 79 128 96 37 7 2 0 0 0 0 0 0 365
12:00 PM 0 0 1 3 20 69 174 146 33 9 3 0 0 0 0 0 0 458
1:00 PM 0 2 2 7 27 82 160 163 68 20 3 0 0 0 0 0 0 534
2:00 PM 0 8 14 17 27 113 240 212 62 20 4 1 0 0 0 0 0 718 3:00 PM 2 20 22 28 68 199 325 162 54 16 1 1 1 1 1 0 0 901 4:00 PM 7 11 39 36 89 207 279 195 49 13 3 0 0 0 0 0 0 928 5:00 PM 3 7 16 28 75 205 245 132 61 13 4 3 0 0 0 1 0 793 6:00 PM 0 0 0 11 32 154 212 119 34 8 0 0 0 0 0 0 0 570
7:00 PM 0 1 5 11 40 150 201 93 25 8 1 0 0 0 0 0 0 535
8:00 PM 0 0 0 5 30 101 129 75 30 4 0 1 1 0 0 0 0 376
9:00 PM 0 0 0 2 19 92 120 53 22 5 0 2 0 0 0 0 0 315
10:00 PM 0 0 1 1 11 29 85 49 23 1 1 1 0 0 0 0 0 202
11:00 PM 0 0 0 0 7 18 30 21 10 3 0 0 0 0 0 0 0 89
Total 18 50 102 179 576 1,928 3,109 2,149 718 177 38 12 3 2 1 1 0 9,063 Percent 0.2% 0.6% 1.1% 2.0% 6.4% 21.3% 34.3% 23.7% 7.9% 2.0% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 37.8 mph Mean (Average) Speed 37.5 mph 85th Percentile 43.7 mph 10 mph Pace mph
95th Percentile 47.7 mph Percent in Pace 61.0 %
Tuesday, May 11, 2021
Speed Range (mph)
33.1 - 43.1
01 Daily Percentile Speed Summary Speed Statistics
2 Project Manager: (415) 310-6469
[email protected] 106
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 4 10 16 12 2 1 0 0 0 0 0 0 0 45
1:00 AM 0 0 0 0 4 5 18 15 3 1 0 0 0 0 0 0 0 46
2:00 AM 0 0 0 1 3 4 1 4 0 1 0 0 0 0 0 0 0 14
3:00 AM 0 1 0 0 0 10 5 9 3 1 0 0 0 0 0 0 0 29
4:00 AM 0 0 0 0 3 18 50 23 17 4 0 1 0 0 0 0 0 116
5:00 AM 0 0 0 0 9 71 121 46 18 6 1 1 0 0 0 0 0 273
6:00 AM 0 0 3 20 109 155 167 93 27 4 0 1 0 0 0 0 0 579
7:00 AM 0 1 7 17 69 239 249 140 31 11 0 2 0 0 0 0 0 766 8:00 AM 0 1 0 7 36 167 201 101 24 9 0 1 0 0 0 0 0 547
9:00 AM 0 1 0 6 41 151 146 51 10 2 0 0 0 0 0 0 0 408
10:00 AM 0 0 0 5 30 126 115 46 16 3 1 0 0 0 0 0 0 342
11:00 AM 0 0 0 2 23 86 156 74 15 5 0 0 0 0 0 0 0 361
12:00 PM 0 0 0 2 20 72 142 88 24 3 2 0 0 0 0 0 0 353
1:00 PM 0 0 0 2 29 99 145 68 29 5 2 0 0 0 0 0 0 379
2:00 PM 1 0 0 5 31 113 163 78 18 7 1 0 0 0 0 0 0 417
3:00 PM 4 1 2 1 22 122 139 60 23 8 2 0 1 0 0 0 0 385
4:00 PM 1 0 0 6 28 107 144 75 24 4 0 1 0 0 0 0 0 390
5:00 PM 5 1 0 5 33 136 158 76 22 5 0 0 0 0 0 0 0 441
6:00 PM 0 0 0 2 28 104 161 64 18 3 0 1 0 0 0 0 0 381
7:00 PM 0 2 4 4 26 81 102 56 22 0 0 0 0 0 0 0 0 297
8:00 PM 0 0 0 5 24 63 70 38 19 6 1 0 0 0 0 0 0 226
9:00 PM 0 0 0 4 7 47 72 33 13 5 0 0 0 0 0 0 0 181
10:00 PM 1 0 0 1 16 38 62 35 12 3 0 0 0 0 0 0 0 168
11:00 PM 0 0 0 1 6 25 32 21 4 1 0 0 0 0 0 0 0 90
Total 12 8 16 96 601 2,049 2,635 1,306 394 98 10 8 1 0 0 0 0 7,234 Percent 0.2% 0.1% 0.2% 1.3% 8.3% 28.3% 36.4% 18.1% 5.4% 1.4% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 36.4 mph Mean (Average) Speed 36.6 mph 85th Percentile 42.2 mph 10 mph Pace mph
95th Percentile 46.4 mph Percent in Pace 66.41 %
31.2 - 41.2
Tuesday, May 11, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
3 Project Manager: (415) 310-6469
[email protected] 107
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 3 11 15 6 4 0 0 0 0 0 0 0 0 40
1:00 AM 0 0 0 0 3 10 17 10 5 1 0 0 0 0 0 0 0 46
2:00 AM 0 0 0 0 2 10 17 6 3 2 0 0 0 1 0 0 0 41
3:00 AM 0 0 0 1 6 14 19 14 9 1 0 0 0 0 0 0 0 64
4:00 AM 0 0 1 0 4 11 32 32 13 1 2 0 0 0 0 0 0 96
5:00 AM 2 0 0 0 11 32 51 50 20 11 1 0 0 0 0 0 0 178
6:00 AM 3 0 0 2 10 37 71 66 35 16 3 0 0 0 0 0 0 243
7:00 AM 0 0 5 2 25 78 128 108 43 14 1 0 0 0 0 0 0 404
8:00 AM 0 1 0 2 26 88 158 137 37 7 6 0 1 0 0 0 0 463
9:00 AM 0 0 0 4 30 81 113 93 24 7 1 0 0 0 0 0 0 353
10:00 AM 0 1 0 4 16 81 118 61 13 11 0 0 0 0 0 0 0 305
11:00 AM 0 0 0 2 18 59 161 94 27 9 0 0 0 0 0 0 0 370
12:00 PM 0 0 0 8 15 71 155 144 39 5 1 0 0 0 0 0 0 438
1:00 PM 0 0 1 1 13 109 213 129 56 7 5 0 0 0 0 0 0 534
2:00 PM 0 5 9 18 43 142 263 168 70 10 2 0 0 0 0 0 0 730 3:00 PM 2 17 22 30 65 189 357 194 52 11 3 0 0 0 1 0 0 943 4:00 PM 8 16 38 61 94 175 274 181 47 9 4 1 0 0 0 0 0 908 5:00 PM 0 1 12 21 89 218 275 148 44 9 2 0 0 0 0 0 0 819 6:00 PM 0 0 4 19 61 148 194 122 43 9 5 0 0 0 0 0 0 605
7:00 PM 0 0 0 5 30 116 204 112 26 6 0 1 0 0 0 0 0 500
8:00 PM 1 1 1 5 38 104 141 68 20 7 0 2 0 1 0 0 0 389
9:00 PM 0 1 0 1 24 93 96 62 15 3 1 0 0 0 0 0 0 296
10:00 PM 1 0 0 1 11 47 96 42 15 3 0 0 1 0 0 0 0 217
11:00 PM 0 0 0 0 4 28 57 41 12 3 0 0 0 0 0 0 0 145
Total 17 43 93 188 641 1,952 3,225 2,088 672 162 37 4 2 2 1 0 0 9,127 Percent 0.2% 0.5% 1.0% 2.1% 7.0% 21.4% 35.3% 22.9% 7.4% 1.8% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 37.6 mph Mean (Average) Speed 37.3 mph 85th Percentile 43.4 mph 10 mph Pace mph
95th Percentile 47.4 mph Percent in Pace 62.2 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
32.7 - 42.7
4 Project Manager: (415) 310-6469
[email protected] 108
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 3 18 18 10 3 0 0 0 0 0 0 0 0 53
1:00 AM 0 0 0 0 4 10 10 3 4 1 0 1 0 0 0 0 0 33
2:00 AM 0 0 0 1 4 8 11 3 1 2 0 0 0 0 0 0 0 30
3:00 AM 0 0 0 0 2 6 4 7 6 3 0 0 0 0 0 0 0 28
4:00 AM 0 0 0 1 6 19 38 35 12 4 1 0 0 0 0 0 0 116
5:00 AM 0 0 0 3 11 60 118 74 32 2 2 1 0 0 0 0 0 303
6:00 AM 1 0 0 9 56 187 199 94 31 1 0 0 0 0 0 0 0 578
7:00 AM 4 0 1 12 60 209 275 94 42 4 3 0 0 0 0 0 0 704
8:00 AM 0 0 0 2 74 170 255 82 19 3 3 0 0 0 0 0 0 608
9:00 AM 2 0 0 8 41 166 149 44 13 0 1 4 0 0 0 0 0 428
10:00 AM 0 0 0 1 50 118 141 52 11 3 1 0 0 0 0 0 0 377
11:00 AM 0 0 0 8 26 114 110 56 30 7 1 0 0 0 0 0 0 352
12:00 PM 2 0 0 4 28 78 141 92 24 7 0 0 0 0 0 0 0 376
1:00 PM 0 0 0 2 25 85 135 82 31 9 0 0 0 0 0 0 0 369
2:00 PM 0 0 1 8 36 93 144 57 12 5 0 0 0 0 0 0 0 356
3:00 PM 2 0 0 2 17 109 131 80 18 5 1 0 0 0 0 0 0 365
4:00 PM 5 1 1 6 13 133 174 69 15 2 0 0 0 0 0 0 0 419
5:00 PM 2 0 4 3 45 133 133 79 20 8 2 1 0 0 0 0 0 430
6:00 PM 0 1 1 3 34 98 142 69 17 3 2 1 0 0 0 0 0 371
7:00 PM 0 0 0 1 17 75 97 57 7 2 0 1 0 0 0 0 0 257
8:00 PM 0 1 0 6 25 68 73 23 2 4 0 0 0 0 0 0 0 202
9:00 PM 0 0 0 4 21 52 69 33 11 3 0 1 0 0 0 0 0 194
10:00 PM 0 0 0 5 10 43 55 42 14 3 1 0 1 0 0 0 0 174
11:00 PM 0 0 0 2 7 24 38 22 10 2 0 0 0 0 0 0 0 105
Total 18 3 8 92 615 2,076 2,660 1,259 385 83 18 10 1 0 0 0 0 7,228 Percent 0.2% 0.0% 0.1% 1.3% 8.5% 28.7% 36.8% 17.4% 5.3% 1.1% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 36.4 mph Mean (Average) Speed 36.6 mph 85th Percentile 41.9 mph 10 mph Pace mph
95th Percentile 46.3 mph Percent in Pace 66.55 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
30.8 - 40.8
5 Project Manager: (415) 310-6469
[email protected] 109
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 2 10 23 19 5 0 0 0 0 0 0 0 1 60
1:00 AM 0 0 0 0 0 6 14 13 3 1 2 0 0 0 0 0 0 39
2:00 AM 0 0 0 0 0 9 12 13 3 2 0 0 0 0 0 0 0 39
3:00 AM 0 0 0 2 2 9 17 20 5 0 0 0 0 0 0 0 0 55
4:00 AM 0 0 0 1 6 11 31 29 9 4 1 0 0 0 0 0 0 92
5:00 AM 3 0 0 0 5 37 45 46 29 8 2 2 0 0 0 0 0 177
6:00 AM 1 0 0 1 10 39 72 77 23 7 3 0 1 0 0 0 0 234
7:00 AM 0 8 1 2 21 66 142 114 38 11 5 1 0 0 0 0 0 409
8:00 AM 0 2 0 9 36 83 179 109 31 3 3 0 0 0 0 0 0 455
9:00 AM 0 2 1 5 20 100 128 82 26 8 1 0 0 0 0 0 0 373
10:00 AM 0 0 0 2 17 57 118 67 21 2 0 0 0 0 0 0 0 284
11:00 AM 0 0 0 1 19 75 163 102 33 4 2 0 0 0 0 0 0 399
12:00 PM 0 0 0 7 21 106 148 114 40 9 0 1 0 0 0 0 0 446
1:00 PM 0 0 0 4 30 80 210 142 42 7 3 1 0 0 0 0 0 519
2:00 PM 1 7 4 14 57 141 245 158 66 10 0 0 0 0 0 0 0 703 3:00 PM 2 8 19 42 68 204 299 179 53 14 2 0 0 0 0 0 0 890 4:00 PM 9 8 29 53 67 186 326 202 51 9 1 2 0 0 0 0 0 943 5:00 PM 1 8 7 20 82 189 271 192 54 10 1 2 0 1 1 0 0 839 6:00 PM 0 2 2 9 56 127 203 119 40 8 2 0 0 0 0 0 0 568
7:00 PM 0 0 0 4 37 156 162 79 25 5 0 2 1 1 0 0 0 472
8:00 PM 0 0 0 3 27 110 162 68 26 7 2 1 0 0 0 0 0 406
9:00 PM 0 0 0 1 18 87 120 50 18 3 4 1 0 0 0 0 0 302
10:00 PM 0 0 0 2 5 43 72 65 26 4 2 3 1 0 0 0 0 223
11:00 PM 0 0 0 3 11 24 64 29 13 5 0 0 0 0 0 0 0 149
Total 17 45 63 185 617 1,955 3,226 2,088 680 141 36 16 3 2 1 0 1 9,076 Percent 0.2% 0.5% 0.7% 2.0% 6.8% 21.5% 35.5% 23.0% 7.5% 1.6% 0.4% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 37.6 mph Mean (Average) Speed 37.4 mph 85th Percentile 43.5 mph 10 mph Pace mph
95th Percentile 47.2 mph Percent in Pace 61.8 %
Thursday, May 13, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
32.7 - 42.7
6 Project Manager: (415) 310-6469
[email protected] 110
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 1 14 22 14 4 2 0 0 0 0 0 0 0 57
1:00 AM 0 0 0 1 4 13 14 14 2 0 0 0 0 0 0 0 0 48
2:00 AM 0 0 0 1 0 8 10 7 3 1 1 0 0 0 0 0 0 31
3:00 AM 0 0 0 0 2 4 8 7 5 2 2 1 0 0 0 0 0 31
4:00 AM 0 0 0 0 5 15 46 27 12 2 0 2 0 0 0 0 0 109
5:00 AM 0 0 1 7 38 93 94 54 22 3 1 0 0 0 0 0 0 313
6:00 AM 0 1 1 22 61 131 197 82 12 1 0 0 0 0 0 0 0 508
7:00 AM 0 1 8 27 62 176 204 119 49 18 2 1 0 0 0 0 0 667 8:00 AM 0 0 0 12 39 161 214 80 38 12 3 0 0 0 0 0 0 559
9:00 AM 0 0 2 11 63 109 142 60 17 3 2 0 0 0 0 0 0 409
10:00 AM 0 0 1 3 29 91 138 63 18 4 0 0 0 0 0 0 0 347
11:00 AM 0 0 0 2 32 119 134 74 21 6 0 0 0 0 0 0 0 388
12:00 PM 0 0 1 1 18 94 139 70 19 2 2 0 0 0 0 0 0 346
1:00 PM 0 1 0 2 16 68 147 96 20 3 2 0 0 0 0 0 0 355
2:00 PM 0 0 0 1 32 117 159 64 19 7 2 1 0 0 0 0 0 402
3:00 PM 3 1 0 11 38 103 148 74 26 4 1 0 0 0 0 0 0 409
4:00 PM 1 0 5 3 19 97 152 93 23 3 4 0 0 0 0 0 0 400
5:00 PM 0 2 1 0 20 106 148 87 15 3 0 2 0 0 0 0 0 384
6:00 PM 0 2 0 1 25 80 141 81 14 5 0 0 0 0 0 0 0 349
7:00 PM 0 0 0 6 25 99 110 31 7 1 1 0 1 0 0 0 0 281
8:00 PM 0 0 0 3 30 76 83 29 10 3 2 0 0 0 0 0 0 236
9:00 PM 0 0 1 1 24 54 64 32 12 2 1 0 0 1 0 0 0 192
10:00 PM 0 0 1 3 19 63 70 32 5 1 1 0 0 0 0 0 0 195
11:00 PM 0 0 0 3 3 32 39 17 6 1 1 1 0 0 0 0 0 103
Total 4 8 22 121 605 1,923 2,623 1,307 379 89 28 8 1 1 0 0 0 7,119 Percent 0.1% 0.1% 0.3% 1.7% 8.5% 27.0% 36.8% 18.4% 5.3% 1.3% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 36.6 mph Mean (Average) Speed 36.7 mph 85th Percentile 42.3 mph 10 mph Pace mph
95th Percentile 46.4 mph Percent in Pace 65.64 %
Speed Range (mph)
Thursday, May 13, 2021
Daily Percentile Speed Summary Speed Statistics
31.4 - 41.4
7 Project Manager: (415) 310-6469
[email protected] 111
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 2 10 20 14 4 0 0 0 0 0 0 0 0 50
1:00 AM 0 0 0 1 2 8 17 10 4 2 1 0 0 0 0 0 0 45
2:00 AM 0 0 0 0 1 9 14 9 4 2 0 0 0 0 0 0 0 39
3:00 AM 0 0 0 1 3 12 19 15 6 1 0 0 0 0 0 0 0 57
4:00 AM 0 0 0 1 5 12 28 28 13 4 2 0 0 0 0 0 0 93
5:00 AM 2 0 0 1 7 30 51 56 27 8 2 1 0 0 0 0 0 185
6:00 AM 2 0 0 2 10 36 74 72 33 10 2 0 0 0 0 0 0 241
7:00 AM 0 3 2 3 23 70 132 111 38 13 3 1 0 0 0 0 0 399
8:00 AM 0 1 0 6 31 96 168 126 31 5 4 0 0 0 0 0 0 468
9:00 AM 0 1 0 4 22 87 127 85 24 6 1 0 0 0 0 0 0 357
10:00 AM 0 1 0 4 18 66 118 77 19 5 1 0 0 0 0 0 0 309
11:00 AM 1 0 0 1 16 71 151 97 32 7 1 0 0 0 0 0 0 377
12:00 PM 0 0 0 6 19 82 159 135 37 8 1 0 0 0 0 0 0 447
1:00 PM 0 1 1 4 23 90 194 145 55 11 4 0 0 0 0 0 0 528
2:00 PM 0 7 9 16 42 132 249 179 66 13 2 0 0 0 0 0 0 715 3:00 PM 2 15 21 33 67 197 327 178 53 14 2 0 0 0 1 0 0 910 4:00 PM 8 12 35 50 83 189 293 193 49 10 3 1 0 0 0 0 0 926 5:00 PM 1 5 12 23 82 204 264 157 53 11 2 2 0 0 0 0 0 816 6:00 PM 0 1 2 13 50 143 203 120 39 8 2 0 0 0 0 0 0 581
7:00 PM 0 0 2 7 36 141 189 95 25 6 0 1 0 0 0 0 0 502
8:00 PM 0 0 0 4 32 105 144 70 25 6 1 1 0 0 0 0 0 388
9:00 PM 0 0 0 1 20 91 112 55 18 4 2 1 0 0 0 0 0 304
10:00 PM 0 0 0 1 9 40 84 52 21 3 1 1 1 0 0 0 0 213
11:00 PM 0 0 0 1 7 23 50 30 12 4 0 0 0 0 0 0 0 127
Total 16 47 84 183 610 1,944 3,187 2,109 688 161 37 9 1 0 1 0 0 9,077 Percent 0.2% 0.5% 0.9% 2.0% 6.7% 21.4% 35.1% 23.2% 7.6% 1.8% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 37.6 mph Mean (Average) Speed 37.4 mph 85th Percentile 43.5 mph 10 mph Pace 32.7 - 42.7 mph
95th Percentile 47.4 mph Percent in Pace 61.7 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
8 Project Manager: (415) 310-6469
[email protected] 112
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 01
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 3 14 19 12 3 1 0 0 0 0 0 0 0 52
1:00 AM 0 0 0 0 4 9 14 11 3 1 0 0 0 0 0 0 0 42
2:00 AM 0 0 0 1 2 7 7 5 1 1 0 0 0 0 0 0 0 24
3:00 AM 0 0 0 0 1 7 6 8 5 2 1 0 0 0 0 0 0 30
4:00 AM 0 0 0 0 5 17 45 28 14 3 0 1 0 0 0 0 0 113
5:00 AM 0 0 0 3 19 75 111 58 24 4 1 1 0 0 0 0 0 296
6:00 AM 0 0 1 17 75 158 188 90 23 2 0 0 0 0 0 0 0 554
7:00 AM 1 1 5 19 64 208 243 118 41 11 2 1 0 0 0 0 0 714 8:00 AM 0 0 0 7 50 166 223 88 27 8 2 0 0 0 0 0 0 571
9:00 AM 1 0 1 8 48 142 146 52 13 2 1 1 0 0 0 0 0 415
10:00 AM 0 0 0 3 36 112 131 54 15 3 1 0 0 0 0 0 0 355
11:00 AM 0 0 0 4 27 106 133 68 22 6 0 0 0 0 0 0 0 366
12:00 PM 1 0 0 2 22 81 141 83 22 4 1 0 0 0 0 0 0 357
1:00 PM 0 0 0 2 23 84 142 82 27 6 1 0 0 0 0 0 0 367
2:00 PM 0 0 0 5 33 108 155 66 16 6 1 0 0 0 0 0 0 390
3:00 PM 3 1 1 5 26 111 139 71 22 6 1 0 0 0 0 0 0 386
4:00 PM 2 0 2 5 20 112 157 79 21 3 1 0 0 0 0 0 0 402
5:00 PM 2 1 2 3 33 125 146 81 19 5 1 1 0 0 0 0 0 419
6:00 PM 0 1 0 2 29 94 148 71 16 4 1 1 0 0 0 0 0 367
7:00 PM 0 1 1 4 23 85 103 48 12 1 0 0 0 0 0 0 0 278
8:00 PM 0 0 0 5 26 69 75 30 10 4 1 0 0 0 0 0 0 220
9:00 PM 0 0 0 3 17 51 68 33 12 3 0 0 0 0 0 0 0 187
10:00 PM 0 0 0 3 15 48 62 36 10 2 1 0 0 0 0 0 0 177
11:00 PM 0 0 0 2 5 27 36 20 7 1 0 0 0 0 0 0 0 98
Total 10 5 13 103 606 2,016 2,638 1,292 385 89 17 6 0 0 0 0 0 7,180 Percent 0.1% 0.1% 0.2% 1.4% 8.4% 28.1% 36.7% 18.0% 5.4% 1.2% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 36.5 mph Mean (Average) Speed 36.6 mph 85th Percentile 42.2 mph 10 mph Pace 31.3 - 41.3 mph
95th Percentile 46.4 mph Percent in Pace 66.0 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
9 Project Manager: (415) 310-6469
[email protected] 113
Location: University Ave BTWN Bay Rd & Notre Dame Ave
Date Range: 5/11/2021 - 5/17/2021
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 51 45 96 40 53 93 60 57 117 - - - - - - - - - - - - 50 52 102 1:00 AM 48 46 94 46 33 79 39 48 87 - - - - - - - - - - - - 44 42 87 2:00 AM 38 14 52 41 30 71 39 31 70 - - - - - - - - - - - - 39 25 64 3:00 AM 54 29 83 64 28 92 55 31 86 - - - - - - - - - - - - 58 29 87 4:00 AM 91 116 207 96 116 212 92 109 201 - - - - - - - - - - - - 93 114 207 5:00 AM 197 273 470 178 303 481 177 313 490 - - - - - - - - - - - - 184 296 480 6:00 AM 248 579 827 243 578 821 234 508 742 - - - - - - - - - - - - 242 555 797 7:00 AM 385 766 1,151 404 704 1,108 409 667 1,076 - - - - - - - - - - - - 399 712 1,112 8:00 AM 487 547 1,034 463 608 1,071 455 559 1,014 - - - - - - - - - - - - 468 571 1,040 9:00 AM 346 408 754 353 428 781 373 409 782 - - - - - - - - - - - - 357 415 772 10:00 AM 334 342 676 305 377 682 284 347 631 - - - - - - - - - - - - 308 355 663 11:00 AM 365 361 726 370 352 722 399 388 787 - - - - - - - - - - - - 378 367 745 12:00 PM 458 353 811 438 376 814 446 346 792 - - - - - - - - - - - - 447 358 806 1:00 PM 534 379 913 534 369 903 519 355 874 - - - - - - - - - - - - 529 368 897 2:00 PM 718 417 1,135 730 356 1,086 703 402 1,105 - - - - - - - - - - - - 717 392 1,109 3:00 PM 901 385 1,286 943 365 1,308 890 409 1,299 - - - - - - - - - - - - 911 386 1,298 4:00 PM 928 390 1,318 908 419 1,327 943 400 1,343 - - - - - - - - - - - - 926 403 1,329 5:00 PM 793 441 1,234 819 430 1,249 839 384 1,223 - - - - - - - - - - - - 817 418 1,235 6:00 PM 570 381 951 605 371 976 568 349 917 - - - - - - - - - - - - 581 367 948 7:00 PM 535 297 832 500 257 757 472 281 753 - - - - - - - - - - - - 502 278 781 8:00 PM 376 226 602 389 202 591 406 236 642 - - - - - - - - - - - - 390 221 612 9:00 PM 315 181 496 296 194 490 302 192 494 - - - - - - - - - - - - 304 189 493 10:00 PM 202 168 370 217 174 391 223 195 418 - - - - - - - - - - - - 214 179 393 11:00 PM 89 90 179 145 105 250 149 103 252 - - - - - - - - - - - - 128 99 227 Total 9,063 7,234 16,297 9,127 7,228 16,355 9,076 7,119 16,195 - - - - - - - - - - - - 9,089 7,194 16,282 Percent 56% 44% - 56% 44% - 56% 44% - - - - - - - - - - - - - 56% 44% - AM Peak 08:00 07:00 07:00 08:00 07:00 07:00 08:00 07:00 07:00 - - - - - - - - - - - - 08:00 07:00 07:00 Vol. 487 766 1,151 463 704 1,108 455 667 1,076 - - - - - - - - - - - - 468 712 1,112 PM Peak 16:00 17:00 16:00 15:00 17:00 16:00 16:00 15:00 16:00 - - - - - - - - - - - - 16:00 17:00 16:00 Vol. 928 441 1,318 943 430 1,327 943 409 1,343 - - - - - - - - - - - - 926 418 1,329
1. Mid-week average includes data between Tuesday and Thursday. 5/14/2021 5/15/2021 5/16/2021 5/17/2021
Tuesday Wednesday Thursday
5/11/2021 5/12/2021 5/13/2021 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected] 114
Location:
Count Direction:
Date Range:
Site Code:
Total
1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
Northbound 4 519 290 3 166 5 0 0 5 0 0 0 0 992
Percent 0.4% 52.3% 29.2% 0.3% 16.7% 0.5% 0.0% 0.0% 0.5% 0.0% 0.0% 0.0% 0.0% 100% Southbound 6 522 322 2 147 23 0 1 1 4 0 0 1 1,029
Percent 0.6% 50.7% 31.3% 0.2% 14.3% 2.2% 0.0% 0.1% 0.1% 0.4% 0.0% 0.0% 0.1% 100% Total 10 1,041 612 5 313 28 0 1 6 4 0 0 1 2,021
Percent 0.5% 51.5% 30.3% 0.2% 15.5% 1.4% 0.0% 0.0% 0.3% 0.2% 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification
Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks
Vehicle Classification Report Summary
FHWA Vehicle Classification
Study Total
Demeter St BTWN Bay Rd & End of Street
Northbound / Southbound
5/11/2021 to 5/13/2021
02 1
Project Manager: (415) 310-6469
[email protected] 115
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3
3:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 19 2 0 3 1 0 0 0 0 0 0 0 25
6:00 AM 0 33 9 0 0 1 0 0 0 0 0 0 0 43
7:00 AM 0 26 6 0 5 0 0 0 0 0 0 0 0 37
8:00 AM 0 11 7 0 4 0 0 0 1 0 0 0 0 23
9:00 AM 0 15 7 0 3 0 0 0 0 0 0 0 0 25
10:00 AM 0 6 7 0 4 0 0 0 0 0 0 0 0 17
11:00 AM 0 6 4 0 1 0 0 0 0 0 0 0 0 11
12:00 PM 2 11 8 1 5 0 0 0 0 0 0 0 0 27
1:00 PM 0 9 8 0 3 0 0 0 0 0 0 0 0 20
2:00 PM 0 2 6 0 4 0 0 0 0 0 0 0 0 12
3:00 PM 0 5 9 0 3 0 0 0 0 0 0 0 0 17
4:00 PM 0 5 10 0 8 0 0 0 0 0 0 0 0 23
5:00 PM 0 5 5 0 1 0 0 0 0 0 0 0 0 11
6:00 PM 0 3 6 0 0 0 0 0 0 0 0 0 0 9
7:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3
8:00 PM 0 7 3 0 0 0 0 0 0 0 0 0 0 10
9:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4
10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
Total 2 172 103 1 47 2 0 0 1 0 0 0 0 328
Percent 0.6% 52.4% 31.4% 0.3% 14.3% 0.6% 0.0% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
2 Project Manager: (415) 310-6469
[email protected] 116
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 1 1 0 0 1 0 0 0 0 0 0 0 3
1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM 0 5 1 0 1 1 0 0 0 0 0 0 0 8
6:00 AM 0 8 4 0 4 0 0 0 0 1 0 0 0 17
7:00 AM 0 6 10 0 8 0 0 1 0 0 0 0 0 25
8:00 AM 0 7 10 0 3 0 0 0 0 0 0 0 0 20
9:00 AM 0 10 11 0 2 0 0 0 0 0 0 0 0 23
10:00 AM 0 6 6 0 5 1 0 0 0 0 0 0 0 18
11:00 AM 0 7 4 0 2 2 0 0 0 0 0 0 0 15
12:00 PM 1 11 7 0 4 0 0 0 0 0 0 0 0 23
1:00 PM 0 8 8 0 3 0 0 0 0 0 0 0 0 19
2:00 PM 0 10 2 0 5 1 0 0 0 0 0 0 0 18
3:00 PM 1 23 7 0 1 0 0 0 0 0 0 0 0 32
4:00 PM 0 17 7 0 1 1 0 0 0 0 0 0 0 26
5:00 PM 0 22 13 0 3 0 0 0 0 0 0 0 0 38
6:00 PM 0 7 4 0 1 0 0 0 0 0 0 0 0 12
7:00 PM 1 10 3 0 3 0 0 0 0 0 0 0 0 17
8:00 PM 0 7 3 0 1 0 0 0 0 0 0 0 0 11
9:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
10:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 3 169 106 0 47 7 0 1 0 1 0 0 0 334
Percent 0.9% 50.6% 31.7% 0.0% 14.1% 2.1% 0.0% 0.3% 0.0% 0.3% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
3 Project Manager: (415) 310-6469
[email protected] 117
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3
3:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2
4:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 17 3 0 1 0 0 0 0 0 0 0 0 21
6:00 AM 0 31 6 0 2 0 0 0 0 0 0 0 0 39
7:00 AM 0 21 11 0 3 0 0 0 1 0 0 0 0 36
8:00 AM 0 18 14 0 6 0 0 0 1 0 0 0 0 39
9:00 AM 0 17 5 0 7 0 0 0 0 0 0 0 0 29
10:00 AM 0 9 3 0 5 0 0 0 0 0 0 0 0 17
11:00 AM 0 10 7 1 1 0 0 0 0 0 0 0 0 19
12:00 PM 1 16 5 0 6 1 0 0 0 0 0 0 0 29
1:00 PM 0 10 8 0 4 0 0 0 0 0 0 0 0 22
2:00 PM 0 5 7 0 6 0 0 0 0 0 0 0 0 18
3:00 PM 0 3 5 0 5 0 0 0 0 0 0 0 0 13
4:00 PM 0 7 12 0 3 0 0 0 0 0 0 0 0 22
5:00 PM 0 4 2 0 3 0 0 0 0 0 0 0 0 9
6:00 PM 0 1 3 0 1 0 0 0 0 0 0 0 0 5
7:00 PM 0 1 2 0 1 0 0 0 0 0 0 0 0 4
8:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 4
9:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
10:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2
11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 181 94 1 59 1 0 0 2 0 0 0 0 339
Percent 0.3% 53.4% 27.7% 0.3% 17.4% 0.3% 0.0% 0.0% 0.6% 0.0% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
4 Project Manager: (415) 310-6469
[email protected] 118
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 3
3:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM 0 2 2 0 1 0 0 0 0 0 0 0 0 5
6:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 2
7:00 AM 0 7 10 0 5 1 0 0 0 0 0 0 0 23
8:00 AM 0 12 9 0 4 1 0 0 0 0 0 0 1 27
9:00 AM 0 11 19 0 6 2 0 0 0 0 0 0 0 38
10:00 AM 0 14 5 0 3 0 0 0 0 0 0 0 0 22
11:00 AM 0 7 6 0 7 0 0 0 0 0 0 0 0 20
12:00 PM 2 21 7 1 6 1 0 0 0 0 0 0 0 38
1:00 PM 0 12 7 0 1 1 0 0 0 0 0 0 0 21
2:00 PM 0 14 5 0 3 1 0 0 0 0 0 0 0 23
3:00 PM 0 16 9 0 2 0 0 0 0 0 0 0 0 27
4:00 PM 0 18 9 0 1 0 0 0 0 0 0 0 0 28
5:00 PM 0 25 8 0 4 0 0 0 0 0 0 0 0 37
6:00 PM 0 5 1 0 3 0 0 0 0 0 0 0 0 9
7:00 PM 0 12 2 0 2 0 0 0 0 0 0 0 0 16
8:00 PM 0 3 3 0 3 0 0 0 0 0 0 0 0 9
9:00 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 5
10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
11:00 PM 0 2 0 0 0 1 0 0 0 0 0 0 0 3
Total 2 189 107 1 53 8 0 0 0 0 0 0 1 361
Percent 0.6% 52.4% 29.6% 0.3% 14.7% 2.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.3% Wednesday, May 12, 2021
FHWA Vehicle Classification
5 Project Manager: (415) 310-6469
[email protected] 119
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4
4:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 16 1 0 3 1 0 0 0 0 0 0 0 21
6:00 AM 0 30 9 0 1 0 0 0 0 0 0 0 0 40
7:00 AM 1 18 11 0 2 0 0 0 0 0 0 0 0 32
8:00 AM 0 8 6 0 5 1 0 0 1 0 0 0 0 21
9:00 AM 0 11 3 0 6 0 0 0 0 0 0 0 0 20
10:00 AM 0 8 6 0 3 0 0 0 1 0 0 0 0 18
11:00 AM 0 11 4 1 7 0 0 0 0 0 0 0 0 23
12:00 PM 0 8 5 0 3 0 0 0 0 0 0 0 0 16
1:00 PM 0 11 3 0 12 0 0 0 0 0 0 0 0 26
2:00 PM 0 7 14 0 1 0 0 0 0 0 0 0 0 22
3:00 PM 0 5 9 0 2 0 0 0 0 0 0 0 0 16
4:00 PM 0 6 9 0 9 0 0 0 0 0 0 0 0 24
5:00 PM 0 6 5 0 2 0 0 0 0 0 0 0 0 13
6:00 PM 0 5 3 0 0 0 0 0 0 0 0 0 0 8
7:00 PM 0 4 1 0 2 0 0 0 0 0 0 0 0 7
8:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
9:00 PM 0 3 1 0 1 0 0 0 0 0 0 0 0 5
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
Total 1 166 93 1 60 2 0 0 2 0 0 0 0 325
Percent 0.3% 51.1% 28.6% 0.3% 18.5% 0.6% 0.0% 0.0% 0.6% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
6 Project Manager: (415) 310-6469
[email protected] 120
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 4 2 0 0 1 0 0 0 1 0 0 0 8
6:00 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 4
7:00 AM 0 9 9 0 2 1 0 0 0 1 0 0 0 22
8:00 AM 0 4 7 1 7 0 0 0 1 0 0 0 0 20
9:00 AM 0 6 10 0 4 1 0 0 0 0 0 0 0 21
10:00 AM 0 7 6 0 4 0 0 0 0 0 0 0 0 17
11:00 AM 0 8 7 0 4 2 0 0 0 0 0 0 0 21
12:00 PM 0 14 7 0 2 0 0 0 0 0 0 0 0 23
1:00 PM 0 17 6 0 5 1 0 0 0 0 0 0 0 29
2:00 PM 0 13 7 0 3 0 0 0 0 1 0 0 0 24
3:00 PM 1 21 9 0 4 0 0 0 0 0 0 0 0 35
4:00 PM 0 25 9 0 5 1 0 0 0 0 0 0 0 40
5:00 PM 0 12 6 0 1 0 0 0 0 0 0 0 0 19
6:00 PM 0 10 10 0 2 0 0 0 0 0 0 0 0 22
7:00 PM 0 4 3 0 0 0 0 0 0 0 0 0 0 7
8:00 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 5
9:00 PM 0 6 3 0 0 1 0 0 0 0 0 0 0 10
10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
Total 1 164 109 1 47 8 0 0 1 3 0 0 0 334
Percent 0.3% 49.1% 32.6% 0.3% 14.1% 2.4% 0.0% 0.0% 0.3% 0.9% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
7 Project Manager: (415) 310-6469
[email protected] 121
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Total Study Average
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3
3:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3
4:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 17 2 0 2 1 0 0 0 0 0 0 0 22
6:00 AM 0 31 8 0 1 0 0 0 0 0 0 0 0 40
7:00 AM 0 22 9 0 3 0 0 0 0 0 0 0 0 34
8:00 AM 0 12 9 0 5 0 0 0 1 0 0 0 0 27
9:00 AM 0 14 5 0 5 0 0 0 0 0 0 0 0 24
10:00 AM 0 8 5 0 4 0 0 0 0 0 0 0 0 17
11:00 AM 0 9 5 1 3 0 0 0 0 0 0 0 0 18
12:00 PM 1 12 6 0 5 0 0 0 0 0 0 0 0 24
1:00 PM 0 10 6 0 6 0 0 0 0 0 0 0 0 22
2:00 PM 0 5 9 0 4 0 0 0 0 0 0 0 0 18
3:00 PM 0 4 8 0 3 0 0 0 0 0 0 0 0 15
4:00 PM 0 6 10 0 7 0 0 0 0 0 0 0 0 23
5:00 PM 0 5 4 0 2 0 0 0 0 0 0 0 0 11
6:00 PM 0 3 4 0 0 0 0 0 0 0 0 0 0 7
7:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4
8:00 PM 0 4 1 0 1 0 0 0 0 0 0 0 0 6
9:00 PM 0 3 1 0 1 0 0 0 0 0 0 0 0 5
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 172 95 1 55 1 0 0 1 0 0 0 0 326
Percent 0.3% 52.8% 29.1% 0.3% 16.9% 0.3% 0.0% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
8 Project Manager: (415) 310-6469
[email protected] 122
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Total Study Average
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM 0 4 2 0 1 1 0 0 0 0 0 0 0 8
6:00 AM 0 3 3 0 2 0 0 0 0 0 0 0 0 8
7:00 AM 0 7 10 0 5 1 0 0 0 0 0 0 0 23
8:00 AM 0 8 9 0 5 0 0 0 0 0 0 0 0 22
9:00 AM 0 9 13 0 4 1 0 0 0 0 0 0 0 27
10:00 AM 0 9 6 0 4 0 0 0 0 0 0 0 0 19
11:00 AM 0 7 6 0 4 1 0 0 0 0 0 0 0 18
12:00 PM 1 15 7 0 4 0 0 0 0 0 0 0 0 27
1:00 PM 0 12 7 0 3 1 0 0 0 0 0 0 0 23
2:00 PM 0 12 5 0 4 1 0 0 0 0 0 0 0 22
3:00 PM 1 20 8 0 2 0 0 0 0 0 0 0 0 31
4:00 PM 0 20 8 0 2 1 0 0 0 0 0 0 0 31
5:00 PM 0 20 9 0 3 0 0 0 0 0 0 0 0 32
6:00 PM 0 7 5 0 2 0 0 0 0 0 0 0 0 14
7:00 PM 0 9 3 0 2 0 0 0 0 0 0 0 0 14
8:00 PM 0 4 3 0 2 0 0 0 0 0 0 0 0 9
9:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
Total 2 173 108 0 50 7 0 0 0 0 0 0 0 340
Percent 0.6% 50.9% 31.8% 0.0% 14.7% 2.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
9 Project Manager: (415) 310-6469
[email protected] 123
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
3-Day (Tuesday - Thursday) Average
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3
3:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3
4:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 17 2 0 2 1 0 0 0 0 0 0 0 22
6:00 AM 0 31 8 0 1 0 0 0 0 0 0 0 0 40
7:00 AM 0 22 9 0 3 0 0 0 0 0 0 0 0 34
8:00 AM 0 12 9 0 5 0 0 0 1 0 0 0 0 27
9:00 AM 0 14 5 0 5 0 0 0 0 0 0 0 0 24
10:00 AM 0 8 5 0 4 0 0 0 0 0 0 0 0 17
11:00 AM 0 9 5 1 3 0 0 0 0 0 0 0 0 18
12:00 PM 1 12 6 0 5 0 0 0 0 0 0 0 0 24
1:00 PM 0 10 6 0 6 0 0 0 0 0 0 0 0 22
2:00 PM 0 5 9 0 4 0 0 0 0 0 0 0 0 18
3:00 PM 0 4 8 0 3 0 0 0 0 0 0 0 0 15
4:00 PM 0 6 10 0 7 0 0 0 0 0 0 0 0 23
5:00 PM 0 5 4 0 2 0 0 0 0 0 0 0 0 11
6:00 PM 0 3 4 0 0 0 0 0 0 0 0 0 0 7
7:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4
8:00 PM 0 4 1 0 1 0 0 0 0 0 0 0 0 6
9:00 PM 0 3 1 0 1 0 0 0 0 0 0 0 0 5
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 172 95 1 55 1 0 0 1 0 0 0 0 326
Percent 0.3% 52.8% 29.1% 0.3% 16.9% 0.3% 0.0% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
10 Project Manager: (415) 310-6469
[email protected] 124
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
3-Day (Tuesday - Thursday) Average
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM 0 4 2 0 1 1 0 0 0 0 0 0 0 8
6:00 AM 0 3 3 0 2 0 0 0 0 0 0 0 0 8
7:00 AM 0 7 10 0 5 1 0 0 0 0 0 0 0 23
8:00 AM 0 8 9 0 5 0 0 0 0 0 0 0 0 22
9:00 AM 0 9 13 0 4 1 0 0 0 0 0 0 0 27
10:00 AM 0 9 6 0 4 0 0 0 0 0 0 0 0 19
11:00 AM 0 7 6 0 4 1 0 0 0 0 0 0 0 18
12:00 PM 1 15 7 0 4 0 0 0 0 0 0 0 0 27
1:00 PM 0 12 7 0 3 1 0 0 0 0 0 0 0 23
2:00 PM 0 12 5 0 4 1 0 0 0 0 0 0 0 22
3:00 PM 1 20 8 0 2 0 0 0 0 0 0 0 0 31
4:00 PM 0 20 8 0 2 1 0 0 0 0 0 0 0 31
5:00 PM 0 20 9 0 3 0 0 0 0 0 0 0 0 32
6:00 PM 0 7 5 0 2 0 0 0 0 0 0 0 0 14
7:00 PM 0 9 3 0 2 0 0 0 0 0 0 0 0 14
8:00 PM 0 4 3 0 2 0 0 0 0 0 0 0 0 9
9:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
Total 2 173 108 0 50 7 0 0 0 0 0 0 0 340
Percent 0.6% 50.9% 31.8% 0.0% 14.7% 2.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
11 Project Manager: (415) 310-6469
[email protected] 125
Location: Demeter St BTWN Bay Rd & End of Street
Count Direction: Northbound / Southbound
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume Northbound 13 55 151 295 325 118 28 6 1 0 0 0 0 0 0 0 0 992 Percent 1.3% 5.5% 15.2% 29.7% 32.8% 11.9% 2.8% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Southbound 13 50 128 341 311 140 32 11 2 1 0 0 0 0 0 0 0 1,029 Percent 1.3% 4.9% 12.4% 33.1% 30.2% 13.6% 3.1% 1.1% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 26 105 279 636 636 258 60 17 3 1 0 0 0 0 0 0 0 2,021 Percent 1.3% 5.2% 13.8% 31.5% 31.5% 12.8% 3.0% 0.8% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Northbound Northbound
50th Percentile (Median) 24.8 mph Mean (Average) Speed 24.4 mph
30.2 mph 10 mph Pace 20.8 - 30.8 mph
33.9 mph Percent in Pace 62.7 %
Southbound Southbound
50th Percentile (Median) 24.8 mph Mean (Average) Speed 24.9 mph
30.8 mph 10 mph Pace 20.1 - 30.1 mph
34.4 mph Percent in Pace 63.1 %
Vehicle Speed Report Summary
Study Total
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 02 85th Percentile
95th Percentile
85th Percentile
95th Percentile
1 Project Manager: (415) 310-6469
[email protected] 126
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 2 2 6 12 3 0 0 0 0 0 0 0 0 0 0 0 25
6:00 AM 0 1 8 10 16 8 0 0 0 0 0 0 0 0 0 0 0 43
7:00 AM 0 2 3 13 13 4 2 0 0 0 0 0 0 0 0 0 0 37
8:00 AM 0 5 4 8 5 0 0 1 0 0 0 0 0 0 0 0 0 23
9:00 AM 0 0 6 10 8 0 1 0 0 0 0 0 0 0 0 0 0 25
10:00 AM 0 1 2 9 5 0 0 0 0 0 0 0 0 0 0 0 0 17
11:00 AM 0 0 0 4 4 0 3 0 0 0 0 0 0 0 0 0 0 11
12:00 PM 2 3 5 3 5 6 3 0 0 0 0 0 0 0 0 0 0 27
1:00 PM 0 0 4 8 5 3 0 0 0 0 0 0 0 0 0 0 0 20
2:00 PM 0 2 2 3 3 1 0 1 0 0 0 0 0 0 0 0 0 12
3:00 PM 0 0 0 8 4 5 0 0 0 0 0 0 0 0 0 0 0 17
4:00 PM 0 2 4 5 8 2 1 1 0 0 0 0 0 0 0 0 0 23
5:00 PM 0 0 1 5 4 1 0 0 0 0 0 0 0 0 0 0 0 11
6:00 PM 0 0 1 1 5 2 0 0 0 0 0 0 0 0 0 0 0 9
7:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
8:00 PM 0 1 4 1 2 2 0 0 0 0 0 0 0 0 0 0 0 10
9:00 PM 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 4
10:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
11:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 2 20 51 101 101 40 10 3 0 0 0 0 0 0 0 0 0 328
Percent 0.6% 6.1% 15.5% 30.8% 30.8% 12.2% 3.0% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 24.7 mph Mean (Average) Speed 24.6 mph 85th Percentile 30.4 mph 10 mph Pace mph
95th Percentile 34.5 mph Percent in Pace 64.3 %
Tuesday, May 11, 2021
Speed Range (mph)
20.8 - 30.8
02 Daily Percentile Speed Summary Speed Statistics
2 Project Manager: (415) 310-6469
[email protected] 127
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3
1:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM 0 3 1 3 1 0 0 0 0 0 0 0 0 0 0 0 0 8
6:00 AM 0 0 3 3 7 4 0 0 0 0 0 0 0 0 0 0 0 17
7:00 AM 0 1 5 6 8 4 1 0 0 0 0 0 0 0 0 0 0 25
8:00 AM 1 3 3 8 5 0 0 0 0 0 0 0 0 0 0 0 0 20
9:00 AM 0 1 5 7 5 4 0 1 0 0 0 0 0 0 0 0 0 23
10:00 AM 1 1 2 7 5 2 0 0 0 0 0 0 0 0 0 0 0 18
11:00 AM 0 1 1 7 4 1 1 0 0 0 0 0 0 0 0 0 0 15
12:00 PM 1 0 2 3 10 5 2 0 0 0 0 0 0 0 0 0 0 23
1:00 PM 0 0 0 8 7 2 2 0 0 0 0 0 0 0 0 0 0 19
2:00 PM 0 0 2 4 7 4 0 0 1 0 0 0 0 0 0 0 0 18
3:00 PM 1 0 1 10 11 9 0 0 0 0 0 0 0 0 0 0 0 32
4:00 PM 0 2 4 7 6 4 3 0 0 0 0 0 0 0 0 0 0 26
5:00 PM 0 1 4 9 10 11 1 2 0 0 0 0 0 0 0 0 0 38
6:00 PM 0 0 0 0 7 5 0 0 0 0 0 0 0 0 0 0 0 12
7:00 PM 1 1 0 8 5 2 0 0 0 0 0 0 0 0 0 0 0 17
8:00 PM 0 0 2 5 3 1 0 0 0 0 0 0 0 0 0 0 0 11
9:00 PM 0 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 4
10:00 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2
11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 5 14 35 99 105 61 11 3 1 0 0 0 0 0 0 0 0 334
Percent 1.5% 4.2% 10.5% 29.6% 31.4% 18.3% 3.3% 0.9% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 25.7 mph Mean (Average) Speed 25.6 mph 85th Percentile 31.7 mph 10 mph Pace mph
95th Percentile 34.7 mph Percent in Pace 62.28 %
21.8 - 31.8
Tuesday, May 11, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
3 Project Manager: (415) 310-6469
[email protected] 128
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 1 3 5 7 4 1 0 0 0 0 0 0 0 0 0 0 21
6:00 AM 0 1 2 14 16 6 0 0 0 0 0 0 0 0 0 0 0 39
7:00 AM 1 0 6 10 13 4 1 1 0 0 0 0 0 0 0 0 0 36
8:00 AM 1 2 9 11 9 7 0 0 0 0 0 0 0 0 0 0 0 39
9:00 AM 0 3 5 11 8 2 0 0 0 0 0 0 0 0 0 0 0 29
10:00 AM 0 0 1 4 9 2 0 0 1 0 0 0 0 0 0 0 0 17
11:00 AM 0 0 2 4 11 1 1 0 0 0 0 0 0 0 0 0 0 19
12:00 PM 3 2 5 5 10 2 2 0 0 0 0 0 0 0 0 0 0 29
1:00 PM 0 0 2 9 6 2 3 0 0 0 0 0 0 0 0 0 0 22
2:00 PM 0 0 2 7 6 3 0 0 0 0 0 0 0 0 0 0 0 18
3:00 PM 0 0 1 5 4 3 0 0 0 0 0 0 0 0 0 0 0 13
4:00 PM 0 1 4 7 7 2 1 0 0 0 0 0 0 0 0 0 0 22
5:00 PM 0 0 3 1 3 2 0 0 0 0 0 0 0 0 0 0 0 9
6:00 PM 0 0 2 1 0 2 0 0 0 0 0 0 0 0 0 0 0 5
7:00 PM 0 1 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 4
8:00 PM 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 4
9:00 PM 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3
10:00 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2
11:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 6 12 53 100 110 47 9 1 1 0 0 0 0 0 0 0 0 339
Percent 1.8% 3.5% 15.6% 29.5% 32.4% 13.9% 2.7% 0.3% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 24.9 mph Mean (Average) Speed 24.4 mph 85th Percentile 30.5 mph 10 mph Pace mph
95th Percentile 33.3 mph Percent in Pace 64.0 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
21.9 - 31.9
4 Project Manager: (415) 310-6469
[email protected] 129
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 5
6:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2
7:00 AM 0 1 3 6 9 4 0 0 0 0 0 0 0 0 0 0 0 23
8:00 AM 0 4 9 5 8 1 0 0 0 0 0 0 0 0 0 0 0 27
9:00 AM 1 4 9 16 6 1 1 0 0 0 0 0 0 0 0 0 0 38
10:00 AM 0 0 3 7 5 6 1 0 0 0 0 0 0 0 0 0 0 22
11:00 AM 0 1 2 6 8 1 1 0 0 1 0 0 0 0 0 0 0 20
12:00 PM 1 4 4 15 9 3 1 1 0 0 0 0 0 0 0 0 0 38
1:00 PM 0 1 3 7 6 3 1 0 0 0 0 0 0 0 0 0 0 21
2:00 PM 0 0 1 7 12 3 0 0 0 0 0 0 0 0 0 0 0 23
3:00 PM 0 1 1 10 10 4 0 1 0 0 0 0 0 0 0 0 0 27
4:00 PM 0 0 2 10 10 2 4 0 0 0 0 0 0 0 0 0 0 28
5:00 PM 0 2 1 7 15 11 1 0 0 0 0 0 0 0 0 0 0 37
6:00 PM 0 0 0 2 5 2 0 0 0 0 0 0 0 0 0 0 0 9
7:00 PM 1 0 0 8 6 1 0 0 0 0 0 0 0 0 0 0 0 16
8:00 PM 1 0 1 1 3 1 2 0 0 0 0 0 0 0 0 0 0 9
9:00 PM 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 5
10:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
11:00 PM 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3
Total 4 18 45 119 117 43 12 2 0 1 0 0 0 0 0 0 0 361
Percent 1.1% 5.0% 12.5% 33.0% 32.4% 11.9% 3.3% 0.6% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 24.7 mph Mean (Average) Speed 24.7 mph 85th Percentile 30.3 mph 10 mph Pace mph
95th Percentile 33.7 mph Percent in Pace 65.37 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
19.8 - 29.8
5 Project Manager: (415) 310-6469
[email protected] 130
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 1 1 3 13 3 0 0 0 0 0 0 0 0 0 0 0 21
6:00 AM 0 1 3 9 21 6 0 0 0 0 0 0 0 0 0 0 0 40
7:00 AM 1 3 3 13 11 1 0 0 0 0 0 0 0 0 0 0 0 32
8:00 AM 0 1 5 6 7 1 1 0 0 0 0 0 0 0 0 0 0 21
9:00 AM 1 1 3 8 7 0 0 0 0 0 0 0 0 0 0 0 0 20
10:00 AM 0 4 6 4 4 0 0 0 0 0 0 0 0 0 0 0 0 18
11:00 AM 0 3 5 7 6 2 0 0 0 0 0 0 0 0 0 0 0 23
12:00 PM 0 0 0 7 7 1 1 0 0 0 0 0 0 0 0 0 0 16
1:00 PM 2 6 5 5 3 2 2 1 0 0 0 0 0 0 0 0 0 26
2:00 PM 0 2 3 8 4 4 0 1 0 0 0 0 0 0 0 0 0 22
3:00 PM 1 0 4 5 6 0 0 0 0 0 0 0 0 0 0 0 0 16
4:00 PM 0 0 1 10 8 5 0 0 0 0 0 0 0 0 0 0 0 24
5:00 PM 0 0 2 4 3 1 3 0 0 0 0 0 0 0 0 0 0 13
6:00 PM 0 1 0 1 2 2 2 0 0 0 0 0 0 0 0 0 0 8
7:00 PM 0 0 2 1 3 1 0 0 0 0 0 0 0 0 0 0 0 7
8:00 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4
9:00 PM 0 0 0 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 5 23 47 94 114 31 9 2 0 0 0 0 0 0 0 0 0 325
Percent 1.5% 7.1% 14.5% 28.9% 35.1% 9.5% 2.8% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 24.7 mph Mean (Average) Speed 24.1 mph 85th Percentile 29.7 mph 10 mph Pace mph
95th Percentile 33.9 mph Percent in Pace 64.0 %
Thursday, May 13, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
20.1 - 30.1
6 Project Manager: (415) 310-6469
[email protected] 131
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 1 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 8
6:00 AM 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4
7:00 AM 1 1 1 12 7 0 0 0 0 0 0 0 0 0 0 0 0 22
8:00 AM 0 5 8 3 2 2 0 0 0 0 0 0 0 0 0 0 0 20
9:00 AM 1 2 4 7 4 3 0 0 0 0 0 0 0 0 0 0 0 21
10:00 AM 1 1 2 8 2 1 0 2 0 0 0 0 0 0 0 0 0 17
11:00 AM 1 1 6 9 3 0 1 0 0 0 0 0 0 0 0 0 0 21
12:00 PM 0 2 2 9 8 1 0 1 0 0 0 0 0 0 0 0 0 23
1:00 PM 0 0 5 15 8 1 0 0 0 0 0 0 0 0 0 0 0 29
2:00 PM 0 0 5 8 5 4 1 0 1 0 0 0 0 0 0 0 0 24
3:00 PM 0 1 1 11 14 7 0 1 0 0 0 0 0 0 0 0 0 35
4:00 PM 0 0 2 9 17 8 3 1 0 0 0 0 0 0 0 0 0 40
5:00 PM 0 1 1 5 7 4 1 0 0 0 0 0 0 0 0 0 0 19
6:00 PM 0 1 1 10 4 4 2 0 0 0 0 0 0 0 0 0 0 22
7:00 PM 0 0 2 3 2 0 0 0 0 0 0 0 0 0 0 0 0 7
8:00 PM 0 0 0 2 1 0 1 1 0 0 0 0 0 0 0 0 0 5
9:00 PM 0 1 1 6 1 1 0 0 0 0 0 0 0 0 0 0 0 10
10:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 4 18 48 123 89 36 9 6 1 0 0 0 0 0 0 0 0 334
Percent 1.2% 5.4% 14.4% 36.8% 26.6% 10.8% 2.7% 1.8% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 24.3 mph Mean (Average) Speed 24.4 mph 85th Percentile 30.2 mph 10 mph Pace mph
95th Percentile 34.8 mph Percent in Pace 63.47 %
Speed Range (mph)
Thursday, May 13, 2021
Daily Percentile Speed Summary Speed Statistics
20.1 - 30.1
7 Project Manager: (415) 310-6469
[email protected] 132
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 1 2 5 11 3 0 0 0 0 0 0 0 0 0 0 0 22
6:00 AM 0 1 4 11 18 7 0 0 0 0 0 0 0 0 0 0 0 41
7:00 AM 1 2 4 12 12 3 1 0 0 0 0 0 0 0 0 0 0 35
8:00 AM 0 3 6 8 7 3 0 0 0 0 0 0 0 0 0 0 0 27
9:00 AM 0 1 5 10 8 1 0 0 0 0 0 0 0 0 0 0 0 25
10:00 AM 0 2 3 6 6 1 0 0 0 0 0 0 0 0 0 0 0 18
11:00 AM 0 1 2 5 7 1 1 0 0 0 0 0 0 0 0 0 0 17
12:00 PM 2 2 3 5 7 3 2 0 0 0 0 0 0 0 0 0 0 24
1:00 PM 1 2 4 7 5 2 2 0 0 0 0 0 0 0 0 0 0 23
2:00 PM 0 1 2 6 4 3 0 1 0 0 0 0 0 0 0 0 0 17
3:00 PM 0 0 2 6 5 3 0 0 0 0 0 0 0 0 0 0 0 16
4:00 PM 0 1 3 7 8 3 1 0 0 0 0 0 0 0 0 0 0 23
5:00 PM 0 0 2 3 3 1 1 0 0 0 0 0 0 0 0 0 0 10
6:00 PM 0 0 1 1 2 2 1 0 0 0 0 0 0 0 0 0 0 7
7:00 PM 0 1 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 4
8:00 PM 0 1 2 2 1 1 0 0 0 0 0 0 0 0 0 0 0 7
9:00 PM 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 3
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 4 19 49 99 108 39 9 1 0 0 0 0 0 0 0 0 0 328
Percent 1.2% 5.8% 14.9% 30.2% 32.9% 11.9% 2.7% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 24.8 mph Mean (Average) Speed 24.4 mph 85th Percentile 30.2 mph 10 mph Pace 20.8 - 30.8 mph
95th Percentile 33.9 mph Percent in Pace 62.7 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
8 Project Manager: (415) 310-6469
[email protected] 133
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 to 5/13/2021
Site Code: 02
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2
1:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM 0 1 2 3 1 0 0 0 0 0 0 0 0 0 0 0 0 7
6:00 AM 0 0 1 2 3 1 0 0 0 0 0 0 0 0 0 0 0 7
7:00 AM 0 1 3 8 8 3 0 0 0 0 0 0 0 0 0 0 0 23
8:00 AM 0 4 7 5 5 1 0 0 0 0 0 0 0 0 0 0 0 22
9:00 AM 1 2 6 10 5 3 0 0 0 0 0 0 0 0 0 0 0 27
10:00 AM 1 1 2 7 4 3 0 1 0 0 0 0 0 0 0 0 0 19
11:00 AM 0 1 3 7 5 1 1 0 0 0 0 0 0 0 0 0 0 18
12:00 PM 1 2 3 9 9 3 1 1 0 0 0 0 0 0 0 0 0 29
1:00 PM 0 0 3 10 7 2 1 0 0 0 0 0 0 0 0 0 0 23
2:00 PM 0 0 3 6 8 4 0 0 1 0 0 0 0 0 0 0 0 22
3:00 PM 0 1 1 10 12 7 0 1 0 0 0 0 0 0 0 0 0 32
4:00 PM 0 1 3 9 11 5 3 0 0 0 0 0 0 0 0 0 0 32
5:00 PM 0 1 2 7 11 9 1 1 0 0 0 0 0 0 0 0 0 32
6:00 PM 0 0 0 4 5 4 1 0 0 0 0 0 0 0 0 0 0 14
7:00 PM 1 0 1 6 4 1 0 0 0 0 0 0 0 0 0 0 0 13
8:00 PM 0 0 1 3 2 1 1 0 0 0 0 0 0 0 0 0 0 8
9:00 PM 0 0 1 3 1 1 0 0 0 0 0 0 0 0 0 0 0 6
10:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
11:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 4 15 43 114 104 49 9 4 1 0 0 0 0 0 0 0 0 343
Percent 1.2% 4.4% 12.5% 33.2% 30.3% 14.3% 2.6% 1.2% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 24.8 mph Mean (Average) Speed 24.9 mph 85th Percentile 30.8 mph 10 mph Pace 20.1 - 30.1 mph
95th Percentile 34.4 mph Percent in Pace 63.1 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
9 Project Manager: (415) 310-6469
[email protected] 134
Location: Demeter St BTWN Bay Rd & End of Street
Date Range: 5/11/2021 - 5/17/2021
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 3 4 0 1 1 0 1 1 - - - - - - - - - - - - 0 2 2 1:00 AM 1 1 2 0 1 1 0 1 1 - - - - - - - - - - - - 0 1 1 2:00 AM 3 1 4 3 3 6 2 1 3 - - - - - - - - - - - - 3 2 4 3:00 AM 2 1 3 2 2 4 4 1 5 - - - - - - - - - - - - 3 1 4 4:00 AM 2 0 2 2 0 2 2 1 3 - - - - - - - - - - - - 2 0 2 5:00 AM 25 8 33 21 5 26 21 8 29 - - - - - - - - - - - - 22 7 29 6:00 AM 43 17 60 39 2 41 40 4 44 - - - - - - - - - - - - 41 8 48 7:00 AM 37 25 62 36 23 59 32 22 54 - - - - - - - - - - - - 35 23 58 8:00 AM 23 20 43 39 27 66 21 20 41 - - - - - - - - - - - - 28 22 50 9:00 AM 25 23 48 29 38 67 20 21 41 - - - - - - - - - - - - 25 27 52 10:00 AM 17 18 35 17 22 39 18 17 35 - - - - - - - - - - - - 17 19 36 11:00 AM 11 15 26 19 20 39 23 21 44 - - - - - - - - - - - - 18 19 36 12:00 PM 27 23 50 29 38 67 16 23 39 - - - - - - - - - - - - 24 28 52 1:00 PM 20 19 39 22 21 43 26 29 55 - - - - - - - - - - - - 23 23 46 2:00 PM 12 18 30 18 23 41 22 24 46 - - - - - - - - - - - - 17 22 39 3:00 PM 17 32 49 13 27 40 16 35 51 - - - - - - - - - - - - 15 31 47 4:00 PM 23 26 49 22 28 50 24 40 64 - - - - - - - - - - - - 23 31 54 5:00 PM 11 38 49 9 37 46 13 19 32 - - - - - - - - - - - - 11 31 42 6:00 PM 9 12 21 5 9 14 8 22 30 - - - - - - - - - - - - 7 14 22 7:00 PM 3 17 20 4 16 20 7 7 14 - - - - - - - - - - - - 5 13 18 8:00 PM 10 11 21 4 9 13 4 5 9 - - - - - - - - - - - - 6 8 14 9:00 PM 4 4 8 3 5 8 5 10 15 - - - - - - - - - - - - 4 6 10 10:00 PM 1 2 3 2 1 3 0 1 1 - - - - - - - - - - - - 1 1 2 11:00 PM 1 0 1 1 3 4 1 1 2 - - - - - - - - - - - - 1 1 2 Total 328 334 662 339 361 700 325 334 659 - - - - - - - - - - - - 331 343 674 Percent 50% 50% - 48% 52% - 49% 51% - - - - - - - - - - - - - 49% 51% - AM Peak 06:00 07:00 07:00 06:00 09:00 09:00 06:00 07:00 07:00 - - - - - - - - - - - - 06:00 09:00 07:00 Vol. 43 25 62 39 38 67 40 22 54 - - - - - - - - - - - - 41 27 58 PM Peak 12:00 17:00 12:00 12:00 12:00 12:00 13:00 16:00 16:00 - - - - - - - - - - - - 12:00 15:00 16:00 Vol. 27 38 50 29 38 67 26 40 64 - - - - - - - - - - - - 24 31 54
1. Mid-week average includes data between Tuesday and Thursday. 5/14/2021 5/15/2021 5/16/2021 5/17/2021
Tuesday Wednesday Thursday
5/11/2021 5/12/2021 5/13/2021 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected] 135
Location:
Count Direction:
Date Range:
Site Code:
Total
1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
Northbound 37 6,869 1,891 1 868 19 0 3 17 1 0 0 1 9,707 Percent 0.4% 70.8% 19.5% 0.0% 8.9% 0.2% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 100% Southbound 48 9,579 2,810 3 859 33 0 4 21 2 0 0 0 13,359 Percent 0.4% 71.7% 21.0% 0.0% 6.4% 0.2% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 100% Total 85 16,448 4,701 4 1,727 52 0 7 38 3 0 0 1 23,066
Percent 0.4% 71.3% 20.4% 0.0% 7.5% 0.2% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification
Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks
Vehicle Classification Report Summary
FHWA Vehicle Classification
Study Total
E Bayshore Rd BTWN Donohoe St & Clarke Ave
Northbound / Southbound
5/11/2021 to 5/13/2021
04 1
Project Manager: (415) 310-6469
[email protected] 136
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5
1:00 AM 1 6 3 0 1 0 0 0 0 0 0 0 0 11
2:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 5
3:00 AM 0 9 0 0 0 0 0 0 0 0 0 0 0 9
4:00 AM 0 10 2 0 0 0 0 0 0 0 0 0 0 12
5:00 AM 0 28 3 0 6 0 0 0 0 0 0 0 0 37
6:00 AM 2 51 32 0 10 1 0 0 0 0 0 0 0 96
7:00 AM 0 106 45 0 26 2 0 0 1 0 0 0 0 180
8:00 AM 4 119 39 0 25 1 0 0 1 0 0 0 0 189
9:00 AM 2 123 38 0 29 2 0 0 0 0 0 0 0 194
10:00 AM 1 136 50 0 17 1 0 0 1 0 0 0 1 207
11:00 AM 1 136 43 0 21 1 0 0 0 0 0 0 0 202
12:00 PM 2 183 37 0 30 0 0 0 0 0 0 0 0 252
1:00 PM 0 139 37 0 17 1 0 0 0 0 0 0 0 194
2:00 PM 0 175 36 0 18 0 0 0 0 0 0 0 0 229
3:00 PM 0 173 44 0 25 0 0 0 0 0 0 0 0 242
4:00 PM 0 181 34 0 13 0 0 0 0 0 0 0 0 228
5:00 PM 0 180 28 0 17 0 0 0 0 0 0 0 0 225
6:00 PM 2 134 28 0 11 0 0 0 0 0 0 0 0 175
7:00 PM 0 135 26 0 9 0 0 0 0 0 0 0 0 170
8:00 PM 0 100 15 0 6 0 0 0 0 0 0 0 0 121
9:00 PM 1 58 13 0 9 0 0 0 0 0 0 0 0 81
10:00 PM 0 41 9 0 2 0 0 0 0 0 0 0 0 52
11:00 PM 0 35 1 0 1 0 0 0 0 0 0 0 0 37
Total 16 2,267 564 0 293 9 0 0 3 0 0 0 1 3,153
Percent 0.5% 71.9% 17.9% 0.0% 9.3% 0.3% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
2 Project Manager: (415) 310-6469
[email protected] 137
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 18 2 0 1 0 0 0 0 0 0 0 0 21
1:00 AM 0 10 1 0 1 0 0 0 0 0 0 0 0 12
2:00 AM 0 13 1 0 0 0 0 0 0 0 0 0 0 14
3:00 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 7
4:00 AM 0 14 5 0 1 0 0 0 0 0 0 0 0 20
5:00 AM 0 23 9 0 3 1 0 0 2 0 0 0 0 38
6:00 AM 1 51 25 0 19 0 0 0 0 0 0 0 0 96
7:00 AM 3 91 52 0 18 4 0 0 0 0 0 0 0 168
8:00 AM 1 162 73 0 33 2 0 0 0 0 0 0 0 271
9:00 AM 1 124 51 0 26 1 0 1 0 0 0 0 0 204
10:00 AM 3 124 56 0 28 2 0 0 0 0 0 0 0 213
11:00 AM 0 208 53 0 16 2 0 0 0 0 0 0 0 279
12:00 PM 0 196 60 0 21 2 0 0 0 0 0 0 0 279
1:00 PM 3 204 55 0 20 2 0 0 0 0 0 0 0 284
2:00 PM 0 219 64 0 18 2 0 0 0 0 0 0 0 303
3:00 PM 1 271 67 0 18 1 0 1 1 0 0 0 0 360
4:00 PM 2 277 82 0 20 0 0 0 0 0 0 0 0 381
5:00 PM 1 268 59 0 14 0 0 0 0 0 0 0 0 342
6:00 PM 2 219 52 0 19 2 0 0 0 0 0 0 0 294
7:00 PM 1 224 59 0 4 0 0 0 0 0 0 0 0 288
8:00 PM 0 174 37 0 12 0 0 0 0 0 0 0 0 223
9:00 PM 1 133 31 0 3 0 0 0 0 0 0 0 0 168
10:00 PM 0 81 14 0 1 0 0 0 0 0 0 0 0 96
11:00 PM 0 42 5 0 2 0 0 0 0 0 0 0 0 49
Total 20 3,151 915 0 298 21 0 2 3 0 0 0 0 4,410
Percent 0.5% 71.5% 20.7% 0.0% 6.8% 0.5% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
3 Project Manager: (415) 310-6469
[email protected] 138
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 2 12 2 0 0 0 0 0 0 0 0 0 0 16
1:00 AM 0 12 3 0 0 0 0 0 0 0 0 0 0 15
2:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6
3:00 AM 0 9 2 0 0 0 0 0 0 0 0 0 0 11
4:00 AM 0 16 2 0 1 1 0 0 0 0 0 0 0 20
5:00 AM 0 36 6 0 6 1 0 1 0 0 0 0 0 50
6:00 AM 0 54 33 0 9 0 0 0 0 1 0 0 0 97
7:00 AM 0 111 51 0 24 0 0 0 1 0 0 0 0 187
8:00 AM 0 119 42 0 29 0 0 0 1 0 0 0 0 191
9:00 AM 0 121 51 0 28 0 0 1 0 0 0 0 0 201
10:00 AM 2 134 57 0 32 0 0 0 0 0 0 0 0 225
11:00 AM 0 181 46 0 28 0 0 0 2 0 0 0 0 257
12:00 PM 1 158 52 0 21 0 0 0 0 0 0 0 0 232
1:00 PM 1 178 43 0 19 1 0 0 1 0 0 0 0 243
2:00 PM 0 173 50 0 15 0 0 0 0 0 0 0 0 238
3:00 PM 2 166 38 0 17 0 0 0 1 0 0 0 0 224
4:00 PM 1 178 58 0 16 0 0 0 0 0 0 0 0 253
5:00 PM 1 150 27 0 15 0 0 0 0 0 0 0 0 193
6:00 PM 0 137 32 0 12 0 0 0 0 0 0 0 0 181
7:00 PM 0 113 23 0 9 0 0 0 0 0 0 0 0 145
8:00 PM 0 123 19 0 9 0 0 0 0 0 0 0 0 151
9:00 PM 0 71 16 0 5 0 0 0 0 0 0 0 0 92
10:00 PM 1 46 9 0 4 1 0 0 0 0 0 0 0 61
11:00 PM 0 21 2 0 0 0 0 0 0 0 0 0 0 23
Total 11 2,324 665 0 299 4 0 2 6 1 0 0 0 3,312
Percent 0.3% 70.2% 20.1% 0.0% 9.0% 0.1% 0.0% 0.1% 0.2% 0.0% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
4 Project Manager: (415) 310-6469
[email protected] 139
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 22 6 0 0 0 0 0 0 0 0 0 0 28
1:00 AM 0 8 0 0 2 0 0 0 0 0 0 0 0 10
2:00 AM 0 8 1 0 0 0 0 0 1 0 0 0 0 10
3:00 AM 0 6 1 0 0 0 0 1 0 0 0 0 0 8
4:00 AM 0 8 5 0 1 0 0 0 0 0 0 0 0 14
5:00 AM 0 27 9 0 4 0 0 0 0 0 0 0 0 40
6:00 AM 1 56 26 0 14 1 0 0 0 0 0 0 0 98
7:00 AM 0 84 59 0 38 0 0 0 0 0 0 0 0 181
8:00 AM 0 150 70 0 25 0 0 0 0 0 0 0 0 245
9:00 AM 0 147 70 0 22 0 0 0 1 0 0 0 0 240
10:00 AM 0 139 61 0 19 1 0 0 0 0 0 0 0 220
11:00 AM 0 190 63 0 22 0 0 0 0 0 0 0 0 275
12:00 PM 3 234 61 1 15 1 0 0 2 0 0 0 0 317
1:00 PM 2 235 62 0 21 1 0 0 0 0 0 0 0 321
2:00 PM 4 253 63 0 21 0 0 0 1 0 0 0 0 342
3:00 PM 0 248 63 0 15 0 0 0 0 0 0 0 0 326
4:00 PM 3 251 96 0 21 0 0 0 0 0 0 0 0 371
5:00 PM 1 260 61 0 19 1 0 0 1 0 0 0 0 343
6:00 PM 0 223 43 0 5 0 0 0 0 0 0 0 0 271
7:00 PM 0 190 40 0 9 1 0 0 0 0 0 0 0 240
8:00 PM 2 150 29 0 10 1 0 0 0 0 0 0 0 192
9:00 PM 0 141 19 0 5 0 0 0 0 0 0 0 0 165
10:00 PM 2 91 21 0 3 0 0 0 1 0 0 0 0 118
11:00 PM 0 38 8 0 1 0 0 0 0 0 0 0 0 47
Total 18 3,159 937 1 292 7 0 1 7 0 0 0 0 4,422
Percent 0.4% 71.4% 21.2% 0.0% 6.6% 0.2% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
5 Project Manager: (415) 310-6469
[email protected] 140
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 11 2 0 0 0 0 0 0 0 0 0 0 13
1:00 AM 0 3 3 0 0 0 0 0 0 0 0 0 0 6
2:00 AM 0 10 0 0 2 0 0 0 0 0 0 0 0 12
3:00 AM 0 10 2 0 0 0 0 1 0 0 0 0 0 13
4:00 AM 0 16 1 0 1 0 0 0 0 0 0 0 0 18
5:00 AM 0 28 8 0 6 0 0 0 0 0 0 0 0 42
6:00 AM 0 59 31 0 13 0 0 0 1 0 0 0 0 104
7:00 AM 0 101 58 0 24 0 0 0 0 0 0 0 0 183
8:00 AM 2 120 36 1 24 2 0 0 2 0 0 0 0 187
9:00 AM 0 121 42 0 24 0 0 0 1 0 0 0 0 188
10:00 AM 2 137 46 0 21 1 0 0 0 0 0 0 0 207
11:00 AM 0 143 55 0 25 1 0 0 0 0 0 0 0 224
12:00 PM 0 162 44 0 18 1 0 0 0 0 0 0 0 225
1:00 PM 0 126 42 0 14 0 0 0 0 0 0 0 0 182
2:00 PM 0 170 43 0 19 0 0 0 0 0 0 0 0 232
3:00 PM 2 167 45 0 18 0 0 0 0 0 0 0 0 232
4:00 PM 0 180 53 0 19 1 0 0 0 0 0 0 0 253
5:00 PM 0 145 33 0 10 0 0 0 0 0 0 0 0 188
6:00 PM 2 168 35 0 11 0 0 0 0 0 0 0 0 216
7:00 PM 0 123 32 0 8 0 0 0 0 0 0 0 0 163
8:00 PM 1 107 20 0 8 0 0 0 0 0 0 0 0 136
9:00 PM 1 90 21 0 9 0 0 0 1 0 0 0 0 122
10:00 PM 0 57 9 0 2 0 0 0 2 0 0 0 0 70
11:00 PM 0 24 1 0 0 0 0 0 1 0 0 0 0 26
Total 10 2,278 662 1 276 6 0 1 8 0 0 0 0 3,242
Percent 0.3% 70.3% 20.4% 0.0% 8.5% 0.2% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
6 Project Manager: (415) 310-6469
[email protected] 141
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 18 7 0 0 0 0 0 0 0 0 0 0 25
1:00 AM 0 11 3 0 0 0 0 0 1 0 0 0 0 15
2:00 AM 0 10 2 0 1 0 0 0 2 1 0 0 0 16
3:00 AM 0 7 2 0 0 0 0 1 0 0 0 0 0 10
4:00 AM 0 12 1 0 0 0 0 0 0 0 0 0 0 13
5:00 AM 0 21 16 0 2 0 0 0 2 0 0 0 0 41
6:00 AM 0 54 28 0 14 0 0 0 0 0 0 0 0 96
7:00 AM 0 97 56 1 23 1 0 0 0 0 0 0 0 178
8:00 AM 1 171 62 0 20 0 0 0 1 0 0 0 0 255
9:00 AM 1 141 53 0 26 1 0 0 1 0 0 0 0 223
10:00 AM 2 138 54 1 21 2 0 0 1 0 0 0 0 219
11:00 AM 3 183 64 0 30 0 0 0 0 0 0 0 0 280
12:00 PM 0 214 59 0 18 0 0 0 0 0 0 0 0 291
1:00 PM 1 214 56 0 17 0 0 0 0 0 0 0 0 288
2:00 PM 0 270 76 0 10 0 0 0 0 0 0 0 0 356
3:00 PM 0 282 60 0 21 0 0 0 0 0 0 0 0 363
4:00 PM 0 290 94 0 15 1 0 0 0 1 0 0 0 401
5:00 PM 1 252 86 0 13 0 0 0 1 0 0 0 0 353
6:00 PM 0 220 50 0 16 0 0 0 0 0 0 0 0 286
7:00 PM 0 196 42 0 10 0 0 0 0 0 0 0 0 248
8:00 PM 0 187 40 0 6 0 0 0 1 0 0 0 0 234
9:00 PM 0 143 26 0 6 0 0 0 0 0 0 0 0 175
10:00 PM 1 93 14 0 0 0 0 0 1 0 0 0 0 109
11:00 PM 0 45 7 0 0 0 0 0 0 0 0 0 0 52
Total 10 3,269 958 2 269 5 0 1 11 2 0 0 0 4,527
Percent 0.2% 72.2% 21.2% 0.0% 5.9% 0.1% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
7 Project Manager: (415) 310-6469
[email protected] 142
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Total Study Average
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 1 9 2 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 0 7 3 0 0 0 0 0 0 0 0 0 0 10
2:00 AM 0 7 0 0 1 0 0 0 0 0 0 0 0 8
3:00 AM 0 9 1 0 0 0 0 0 0 0 0 0 0 10
4:00 AM 0 14 2 0 1 0 0 0 0 0 0 0 0 17
5:00 AM 0 31 6 0 6 0 0 0 0 0 0 0 0 43
6:00 AM 1 55 32 0 11 0 0 0 0 0 0 0 0 99
7:00 AM 0 106 51 0 25 1 0 0 1 0 0 0 0 184
8:00 AM 2 119 39 0 26 1 0 0 1 0 0 0 0 188
9:00 AM 1 122 44 0 27 1 0 0 0 0 0 0 0 195
10:00 AM 2 136 51 0 23 1 0 0 0 0 0 0 0 213
11:00 AM 0 153 48 0 25 1 0 0 1 0 0 0 0 228
12:00 PM 1 168 44 0 23 0 0 0 0 0 0 0 0 236
1:00 PM 0 148 41 0 17 1 0 0 0 0 0 0 0 207
2:00 PM 0 173 43 0 17 0 0 0 0 0 0 0 0 233
3:00 PM 1 169 42 0 20 0 0 0 0 0 0 0 0 232
4:00 PM 0 180 48 0 16 0 0 0 0 0 0 0 0 244
5:00 PM 0 158 29 0 14 0 0 0 0 0 0 0 0 201
6:00 PM 1 146 32 0 11 0 0 0 0 0 0 0 0 190
7:00 PM 0 124 27 0 9 0 0 0 0 0 0 0 0 160
8:00 PM 0 110 18 0 8 0 0 0 0 0 0 0 0 136
9:00 PM 1 73 17 0 8 0 0 0 0 0 0 0 0 99
10:00 PM 0 48 9 0 3 0 0 0 1 0 0 0 0 61
11:00 PM 0 27 1 0 0 0 0 0 0 0 0 0 0 28
Total 11 2,292 630 0 291 6 0 0 4 0 0 0 0 3,234
Percent 0.3% 70.9% 19.5% 0.0% 9.0% 0.2% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
8 Project Manager: (415) 310-6469
[email protected] 143
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Total Study Average
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 19 5 0 0 0 0 0 0 0 0 0 0 24
1:00 AM 0 10 1 0 1 0 0 0 0 0 0 0 0 12
2:00 AM 0 10 1 0 0 0 0 0 1 0 0 0 0 12
3:00 AM 0 6 2 0 0 0 0 1 0 0 0 0 0 9
4:00 AM 0 11 4 0 1 0 0 0 0 0 0 0 0 16
5:00 AM 0 24 11 0 3 0 0 0 1 0 0 0 0 39
6:00 AM 1 54 26 0 16 0 0 0 0 0 0 0 0 97
7:00 AM 1 91 56 0 26 2 0 0 0 0 0 0 0 176
8:00 AM 1 161 68 0 26 1 0 0 0 0 0 0 0 257
9:00 AM 1 137 58 0 25 1 0 0 1 0 0 0 0 223
10:00 AM 2 134 57 0 23 2 0 0 0 0 0 0 0 218
11:00 AM 1 194 60 0 23 1 0 0 0 0 0 0 0 279
12:00 PM 1 215 60 0 18 1 0 0 1 0 0 0 0 296
1:00 PM 2 218 58 0 19 1 0 0 0 0 0 0 0 298
2:00 PM 1 247 68 0 16 1 0 0 0 0 0 0 0 333
3:00 PM 0 267 63 0 18 0 0 0 0 0 0 0 0 348
4:00 PM 2 273 91 0 19 0 0 0 0 0 0 0 0 385
5:00 PM 1 260 69 0 15 0 0 0 1 0 0 0 0 346
6:00 PM 1 221 48 0 13 1 0 0 0 0 0 0 0 284
7:00 PM 0 203 47 0 8 0 0 0 0 0 0 0 0 258
8:00 PM 1 170 35 0 9 0 0 0 0 0 0 0 0 215
9:00 PM 0 139 25 0 5 0 0 0 0 0 0 0 0 169
10:00 PM 1 88 16 0 1 0 0 0 1 0 0 0 0 107
11:00 PM 0 42 7 0 1 0 0 0 0 0 0 0 0 50
Total 17 3,194 936 0 286 11 0 1 6 0 0 0 0 4,451
Percent 0.4% 71.8% 21.0% 0.0% 6.4% 0.2% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
9 Project Manager: (415) 310-6469
[email protected] 144
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
3-Day (Tuesday - Thursday) Average
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 1 9 2 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 0 7 3 0 0 0 0 0 0 0 0 0 0 10
2:00 AM 0 7 0 0 1 0 0 0 0 0 0 0 0 8
3:00 AM 0 9 1 0 0 0 0 0 0 0 0 0 0 10
4:00 AM 0 14 2 0 1 0 0 0 0 0 0 0 0 17
5:00 AM 0 31 6 0 6 0 0 0 0 0 0 0 0 43
6:00 AM 1 55 32 0 11 0 0 0 0 0 0 0 0 99
7:00 AM 0 106 51 0 25 1 0 0 1 0 0 0 0 184
8:00 AM 2 119 39 0 26 1 0 0 1 0 0 0 0 188
9:00 AM 1 122 44 0 27 1 0 0 0 0 0 0 0 195
10:00 AM 2 136 51 0 23 1 0 0 0 0 0 0 0 213
11:00 AM 0 153 48 0 25 1 0 0 1 0 0 0 0 228
12:00 PM 1 168 44 0 23 0 0 0 0 0 0 0 0 236
1:00 PM 0 148 41 0 17 1 0 0 0 0 0 0 0 207
2:00 PM 0 173 43 0 17 0 0 0 0 0 0 0 0 233
3:00 PM 1 169 42 0 20 0 0 0 0 0 0 0 0 232
4:00 PM 0 180 48 0 16 0 0 0 0 0 0 0 0 244
5:00 PM 0 158 29 0 14 0 0 0 0 0 0 0 0 201
6:00 PM 1 146 32 0 11 0 0 0 0 0 0 0 0 190
7:00 PM 0 124 27 0 9 0 0 0 0 0 0 0 0 160
8:00 PM 0 110 18 0 8 0 0 0 0 0 0 0 0 136
9:00 PM 1 73 17 0 8 0 0 0 0 0 0 0 0 99
10:00 PM 0 48 9 0 3 0 0 0 1 0 0 0 0 61
11:00 PM 0 27 1 0 0 0 0 0 0 0 0 0 0 28
Total 11 2,292 630 0 291 6 0 0 4 0 0 0 0 3,234
Percent 0.3% 70.9% 19.5% 0.0% 9.0% 0.2% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
10 Project Manager: (415) 310-6469
[email protected] 145
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
3-Day (Tuesday - Thursday) Average
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 19 5 0 0 0 0 0 0 0 0 0 0 24
1:00 AM 0 10 1 0 1 0 0 0 0 0 0 0 0 12
2:00 AM 0 10 1 0 0 0 0 0 1 0 0 0 0 12
3:00 AM 0 6 2 0 0 0 0 1 0 0 0 0 0 9
4:00 AM 0 11 4 0 1 0 0 0 0 0 0 0 0 16
5:00 AM 0 24 11 0 3 0 0 0 1 0 0 0 0 39
6:00 AM 1 54 26 0 16 0 0 0 0 0 0 0 0 97
7:00 AM 1 91 56 0 26 2 0 0 0 0 0 0 0 176
8:00 AM 1 161 68 0 26 1 0 0 0 0 0 0 0 257
9:00 AM 1 137 58 0 25 1 0 0 1 0 0 0 0 223
10:00 AM 2 134 57 0 23 2 0 0 0 0 0 0 0 218
11:00 AM 1 194 60 0 23 1 0 0 0 0 0 0 0 279
12:00 PM 1 215 60 0 18 1 0 0 1 0 0 0 0 296
1:00 PM 2 218 58 0 19 1 0 0 0 0 0 0 0 298
2:00 PM 1 247 68 0 16 1 0 0 0 0 0 0 0 333
3:00 PM 0 267 63 0 18 0 0 0 0 0 0 0 0 348
4:00 PM 2 273 91 0 19 0 0 0 0 0 0 0 0 385
5:00 PM 1 260 69 0 15 0 0 0 1 0 0 0 0 346
6:00 PM 1 221 48 0 13 1 0 0 0 0 0 0 0 284
7:00 PM 0 203 47 0 8 0 0 0 0 0 0 0 0 258
8:00 PM 1 170 35 0 9 0 0 0 0 0 0 0 0 215
9:00 PM 0 139 25 0 5 0 0 0 0 0 0 0 0 169
10:00 PM 1 88 16 0 1 0 0 0 1 0 0 0 0 107
11:00 PM 0 42 7 0 1 0 0 0 0 0 0 0 0 50
Total 17 3,194 936 0 286 11 0 1 6 0 0 0 0 4,451
Percent 0.4% 71.8% 21.0% 0.0% 6.4% 0.2% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
11 Project Manager: (415) 310-6469
[email protected] 146
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Count Direction: Northbound / Southbound
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume Northbound 12 16 73 750 2,973 3,499 1,823 430 98 24 5 2 1 1 0 0 0 9,707 Percent 0.1% 0.2% 0.8% 7.7% 30.6% 36.0% 18.8% 4.4% 1.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Southbound 5 7 82 971 2,962 3,672 3,197 1,724 525 135 47 19 9 1 1 1 1 13,359 Percent 0.0% 0.1% 0.6% 7.3% 22.2% 27.5% 23.9% 12.9% 3.9% 1.0% 0.4% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 100% Total 17 23 155 1,721 5,935 7,171 5,020 2,154 623 159 52 21 10 2 1 1 1 23,066 Percent 0.1% 0.1% 0.7% 7.5% 25.7% 31.1% 21.8% 9.3% 2.7% 0.7% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Northbound Northbound
50th Percentile (Median) 31.4 mph Mean (Average) Speed 31.6 mph
36.9 mph 10 mph Pace 26.2 - 36.2 mph
40.5 mph Percent in Pace 68.1 %
Southbound Southbound
50th Percentile (Median) 33.7 mph Mean (Average) Speed 34.0 mph
40.9 mph 10 mph Pace 27.6 - 37.6 mph
45.4 mph Percent in Pace 53.4 %
Vehicle Speed Report Summary
Study Total
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 04 85th Percentile
95th Percentile
85th Percentile
95th Percentile
1 Project Manager: (415) 310-6469
[email protected] 147
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 1 3 1 0 0 0 0 0 0 0 0 0 0 5
1:00 AM 0 0 0 2 1 3 3 2 0 0 0 0 0 0 0 0 0 11
2:00 AM 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 5
3:00 AM 0 0 0 0 1 4 3 1 0 0 0 0 0 0 0 0 0 9
4:00 AM 0 0 1 1 1 6 1 0 2 0 0 0 0 0 0 0 0 12
5:00 AM 0 0 0 1 8 12 7 6 3 0 0 0 0 0 0 0 0 37
6:00 AM 0 0 3 8 19 35 16 12 0 3 0 0 0 0 0 0 0 96
7:00 AM 0 0 0 11 44 60 47 13 5 0 0 0 0 0 0 0 0 180
8:00 AM 1 1 0 13 43 70 53 6 0 0 1 1 0 0 0 0 0 189
9:00 AM 0 1 1 21 68 71 20 10 1 0 0 0 1 0 0 0 0 194
10:00 AM 1 5 7 23 78 67 21 3 2 0 0 0 0 0 0 0 0 207
11:00 AM 0 0 2 13 63 76 39 7 1 1 0 0 0 0 0 0 0 202
12:00 PM 0 0 6 23 91 83 38 7 4 0 0 0 0 0 0 0 0 252
1:00 PM 0 0 0 17 59 70 43 5 0 0 0 0 0 0 0 0 0 194
2:00 PM 0 0 0 16 67 87 46 12 0 1 0 0 0 0 0 0 0 229
3:00 PM 0 0 2 18 85 90 39 7 1 0 0 0 0 0 0 0 0 242
4:00 PM 0 0 1 7 58 99 51 8 3 1 0 0 0 0 0 0 0 228
5:00 PM 0 0 1 12 73 78 43 14 2 1 1 0 0 0 0 0 0 225
6:00 PM 1 1 1 19 47 55 37 9 3 2 0 0 0 0 0 0 0 175
7:00 PM 0 0 0 11 47 70 34 6 1 1 0 0 0 0 0 0 0 170
8:00 PM 0 0 0 13 35 44 24 4 1 0 0 0 0 0 0 0 0 121
9:00 PM 0 0 1 5 19 40 12 3 0 0 0 0 0 1 0 0 0 81
10:00 PM 0 1 0 1 13 16 15 4 2 0 0 0 0 0 0 0 0 52
11:00 PM 0 0 0 1 10 14 6 5 1 0 0 0 0 0 0 0 0 37
Total 3 9 26 236 931 1,153 604 144 32 10 2 1 1 1 0 0 0 3,153 Percent 0.1% 0.3% 0.8% 7.5% 29.5% 36.6% 19.2% 4.6% 1.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 31.5 mph Mean (Average) Speed 31.7 mph 85th Percentile 36.9 mph 10 mph Pace mph
95th Percentile 40.6 mph Percent in Pace 68.4 %
Tuesday, May 11, 2021
Speed Range (mph)
26.4 - 36.4
04 Daily Percentile Speed Summary Speed Statistics
2 Project Manager: (415) 310-6469
[email protected] 148
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 4 4 7 4 0 1 0 0 0 0 0 0 0 21
1:00 AM 0 0 0 2 0 1 4 2 2 1 0 0 0 0 0 0 0 12
2:00 AM 0 0 0 0 0 4 5 4 1 0 0 0 0 0 0 0 0 14
3:00 AM 0 0 0 0 1 1 1 2 0 2 0 0 0 0 0 0 0 7
4:00 AM 0 0 0 2 4 2 5 6 1 0 0 0 0 0 0 0 0 20
5:00 AM 0 0 2 1 8 11 7 6 2 0 0 0 1 0 0 0 0 38
6:00 AM 0 0 0 10 16 20 20 22 7 0 1 0 0 0 0 0 0 96
7:00 AM 0 0 3 21 45 34 35 20 9 1 0 0 0 0 0 0 0 168
8:00 AM 0 1 2 10 52 73 66 45 14 5 3 0 0 0 0 0 0 271
9:00 AM 0 0 3 20 58 52 42 18 8 3 0 0 0 0 0 0 0 204
10:00 AM 0 0 4 24 54 56 39 28 7 0 1 0 0 0 0 0 0 213
11:00 AM 0 0 3 16 82 88 57 24 6 2 0 1 0 0 0 0 0 279
12:00 PM 0 0 1 20 69 92 54 33 5 5 0 0 0 0 0 0 0 279
1:00 PM 0 0 3 27 75 70 54 36 15 3 0 1 0 0 0 0 0 284
2:00 PM 0 0 1 16 81 83 73 42 7 0 0 0 0 0 0 0 0 303
3:00 PM 0 0 0 22 66 108 96 49 11 3 4 1 0 0 0 0 0 360
4:00 PM 0 0 1 28 69 112 110 39 15 6 1 0 0 0 0 0 0 381
5:00 PM 0 0 4 23 66 95 83 55 13 0 2 0 0 0 0 1 0 342
6:00 PM 0 1 1 21 45 84 76 41 13 8 2 1 1 0 0 0 0 294
7:00 PM 0 0 2 19 58 70 80 44 10 1 4 0 0 0 0 0 0 288
8:00 PM 0 0 1 15 36 67 63 26 6 6 2 0 1 0 0 0 0 223
9:00 PM 0 0 1 13 27 50 46 26 3 1 1 0 0 0 0 0 0 168
10:00 PM 0 0 0 6 15 19 29 13 9 3 1 0 0 0 1 0 0 96
11:00 PM 0 0 0 1 13 15 9 6 3 2 0 0 0 0 0 0 0 49
Total 0 2 32 318 944 1,211 1,061 591 167 53 22 4 3 0 1 1 0 4,410 Percent 0.0% 0.0% 0.7% 7.2% 21.4% 27.5% 24.1% 13.4% 3.8% 1.2% 0.5% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 33.7 mph Mean (Average) Speed 34.1 mph 85th Percentile 41.0 mph 10 mph Pace mph
95th Percentile 45.6 mph Percent in Pace 52.86 %
27.6 - 37.6
Tuesday, May 11, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
3 Project Manager: (415) 310-6469
[email protected] 149
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 2 0 0 4 6 3 1 0 0 0 0 0 0 0 0 0 16
1:00 AM 0 0 1 0 1 7 5 0 0 1 0 0 0 0 0 0 0 15
2:00 AM 0 0 0 1 1 2 1 1 0 0 0 0 0 0 0 0 0 6
3:00 AM 0 0 0 0 1 4 4 1 1 0 0 0 0 0 0 0 0 11
4:00 AM 2 0 0 0 7 3 4 2 1 1 0 0 0 0 0 0 0 20
5:00 AM 3 1 1 3 10 14 12 6 0 0 0 0 0 0 0 0 0 50
6:00 AM 0 0 0 9 25 32 24 5 2 0 0 0 0 0 0 0 0 97
7:00 AM 0 0 2 8 71 58 36 10 1 1 0 0 0 0 0 0 0 187
8:00 AM 1 0 2 10 62 73 36 6 1 0 0 0 0 0 0 0 0 191
9:00 AM 0 0 3 20 81 58 32 6 1 0 0 0 0 0 0 0 0 201
10:00 AM 1 0 2 16 78 86 35 5 2 0 0 0 0 0 0 0 0 225
11:00 AM 0 0 2 21 95 98 33 6 2 0 0 0 0 0 0 0 0 257
12:00 PM 0 1 4 28 83 71 36 8 1 0 0 0 0 0 0 0 0 232
1:00 PM 0 1 3 28 81 77 43 7 3 0 0 0 0 0 0 0 0 243
2:00 PM 0 0 0 22 80 84 37 12 3 0 0 0 0 0 0 0 0 238
3:00 PM 0 0 0 18 69 82 44 10 0 1 0 0 0 0 0 0 0 224
4:00 PM 0 0 1 20 79 91 47 10 4 0 1 0 0 0 0 0 0 253
5:00 PM 0 0 1 11 53 67 47 9 4 0 1 0 0 0 0 0 0 193
6:00 PM 0 0 0 16 45 73 39 6 2 0 0 0 0 0 0 0 0 181
7:00 PM 0 0 1 6 38 63 30 4 2 1 0 0 0 0 0 0 0 145
8:00 PM 0 0 2 11 48 61 26 3 0 0 0 0 0 0 0 0 0 151
9:00 PM 0 0 0 3 19 32 27 8 3 0 0 0 0 0 0 0 0 92
10:00 PM 0 0 0 4 10 21 18 7 1 0 0 0 0 0 0 0 0 61
11:00 PM 0 0 0 0 2 12 6 2 1 0 0 0 0 0 0 0 0 23
Total 7 5 25 255 1,043 1,175 625 135 35 5 2 0 0 0 0 0 0 3,312 Percent 0.2% 0.2% 0.8% 7.7% 31.5% 35.5% 18.9% 4.1% 1.1% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 31.3 mph Mean (Average) Speed 31.5 mph 85th Percentile 36.9 mph 10 mph Pace mph
95th Percentile 40.4 mph Percent in Pace 67.6 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
25.4 - 35.4
4 Project Manager: (415) 310-6469
[email protected] 150
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 7 4 5 7 3 0 0 0 1 0 0 0 0 28
1:00 AM 0 0 0 1 2 5 2 0 0 0 0 0 0 0 0 0 0 10
2:00 AM 0 0 0 1 1 1 5 1 1 0 0 0 0 0 0 0 0 10
3:00 AM 0 0 0 0 0 3 3 0 1 1 0 0 0 0 0 0 0 8
4:00 AM 2 0 0 0 2 4 2 1 2 1 0 0 0 0 0 0 0 14
5:00 AM 0 0 0 2 11 5 14 6 1 0 0 1 0 0 0 0 0 40
6:00 AM 0 1 0 6 12 25 22 21 10 1 0 0 0 0 0 0 0 98
7:00 AM 0 0 1 29 47 41 31 21 7 3 0 1 0 0 0 0 0 181
8:00 AM 0 0 0 18 67 65 58 24 10 3 0 0 0 0 0 0 0 245
9:00 AM 0 1 2 23 65 58 53 24 11 1 2 0 0 0 0 0 0 240
10:00 AM 0 0 0 16 58 56 54 29 5 2 0 0 0 0 0 0 0 220
11:00 AM 0 0 1 25 57 83 59 40 7 1 1 0 1 0 0 0 0 275
12:00 PM 0 1 1 26 62 98 74 37 15 2 1 0 0 0 0 0 0 317
1:00 PM 0 0 5 28 82 94 63 38 6 4 1 0 0 0 0 0 0 321
2:00 PM 0 0 4 23 81 99 87 35 11 2 0 0 0 0 0 0 0 342
3:00 PM 0 0 0 22 91 101 50 47 11 2 0 2 0 0 0 0 0 326
4:00 PM 0 0 1 19 75 105 101 41 19 6 2 0 0 1 0 0 1 371
5:00 PM 0 0 2 18 64 106 87 42 17 4 1 2 0 0 0 0 0 343
6:00 PM 0 0 1 19 35 67 82 44 16 5 1 1 0 0 0 0 0 271
7:00 PM 0 0 2 21 41 56 71 33 7 2 4 2 1 0 0 0 0 240
8:00 PM 0 0 1 12 34 53 51 28 10 3 0 0 0 0 0 0 0 192
9:00 PM 0 0 1 5 27 40 46 30 13 1 1 0 1 0 0 0 0 165
10:00 PM 2 0 0 8 23 31 34 11 5 1 0 2 1 0 0 0 0 118
11:00 PM 0 0 0 1 10 8 15 9 4 0 0 0 0 0 0 0 0 47
Total 4 3 22 324 954 1,208 1,069 569 192 45 14 11 5 1 0 0 1 4,422 Percent 0.1% 0.1% 0.5% 7.3% 21.6% 27.3% 24.2% 12.9% 4.3% 1.0% 0.3% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 33.8 mph Mean (Average) Speed 34.1 mph 85th Percentile 41.2 mph 10 mph Pace mph
95th Percentile 45.8 mph Percent in Pace 53.3 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
28.9 - 38.9
5 Project Manager: (415) 310-6469
[email protected] 151
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 2 4 5 2 0 0 0 0 0 0 0 0 0 0 13
1:00 AM 0 0 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 6
2:00 AM 0 0 0 0 2 4 4 2 0 0 0 0 0 0 0 0 0 12
3:00 AM 0 0 0 1 2 4 2 2 1 1 0 0 0 0 0 0 0 13
4:00 AM 0 0 0 1 3 9 0 3 2 0 0 0 0 0 0 0 0 18
5:00 AM 0 0 1 2 7 15 11 6 0 0 0 0 0 0 0 0 0 42
6:00 AM 0 0 1 6 27 33 27 7 3 0 0 0 0 0 0 0 0 104
7:00 AM 0 0 0 9 52 68 36 15 2 1 0 0 0 0 0 0 0 183
8:00 AM 0 0 3 17 58 65 34 9 1 0 0 0 0 0 0 0 0 187
9:00 AM 0 0 0 19 80 57 25 3 3 1 0 0 0 0 0 0 0 188
10:00 AM 0 1 7 23 68 82 18 6 0 1 1 0 0 0 0 0 0 207
11:00 AM 0 0 0 35 85 61 31 10 2 0 0 0 0 0 0 0 0 224
12:00 PM 0 0 2 15 68 83 45 9 3 0 0 0 0 0 0 0 0 225
1:00 PM 1 0 0 17 59 74 21 9 0 0 0 1 0 0 0 0 0 182
2:00 PM 0 0 0 18 70 84 48 10 2 0 0 0 0 0 0 0 0 232
3:00 PM 0 1 2 15 74 85 41 10 2 2 0 0 0 0 0 0 0 232
4:00 PM 0 0 1 20 78 80 60 13 0 1 0 0 0 0 0 0 0 253
5:00 PM 0 0 1 15 47 70 44 11 0 0 0 0 0 0 0 0 0 188
6:00 PM 1 0 1 9 64 84 42 10 4 1 0 0 0 0 0 0 0 216
7:00 PM 0 0 0 11 39 78 29 5 1 0 0 0 0 0 0 0 0 163
8:00 PM 0 0 0 14 52 46 20 3 1 0 0 0 0 0 0 0 0 136
9:00 PM 0 0 0 5 36 49 26 5 1 0 0 0 0 0 0 0 0 122
10:00 PM 0 0 3 4 17 26 14 2 3 1 0 0 0 0 0 0 0 70
11:00 PM 0 0 0 1 6 7 11 1 0 0 0 0 0 0 0 0 0 26
Total 2 2 22 259 999 1,171 594 151 31 9 1 1 0 0 0 0 0 3,242 Percent 0.1% 0.1% 0.7% 8.0% 30.8% 36.1% 18.3% 4.7% 1.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 31.4 mph Mean (Average) Speed 31.6 mph 85th Percentile 36.9 mph 10 mph Pace mph
95th Percentile 40.5 mph Percent in Pace 68.9 %
Thursday, May 13, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
26.2 - 36.2
6 Project Manager: (415) 310-6469
[email protected] 152
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 2 1 6 6 7 3 0 0 0 0 0 0 0 0 25
1:00 AM 0 0 0 0 2 5 7 0 1 0 0 0 0 0 0 0 0 15
2:00 AM 0 0 0 2 1 3 6 4 0 0 0 0 0 0 0 0 0 16
3:00 AM 0 0 0 0 2 2 4 1 1 0 0 0 0 0 0 0 0 10
4:00 AM 0 0 0 0 4 3 3 3 0 0 0 0 0 0 0 0 0 13
5:00 AM 0 0 1 1 11 13 7 5 2 1 0 0 0 0 0 0 0 41
6:00 AM 0 0 1 9 20 18 23 17 6 2 0 0 0 0 0 0 0 96
7:00 AM 1 0 1 18 51 45 37 17 7 0 1 0 0 0 0 0 0 178
8:00 AM 0 1 7 24 57 69 50 36 7 2 1 1 0 0 0 0 0 255
9:00 AM 0 1 3 15 70 57 50 21 4 2 0 0 0 0 0 0 0 223
10:00 AM 0 0 2 17 66 59 42 26 5 2 0 0 0 0 0 0 0 219
11:00 AM 0 0 1 25 79 63 58 38 11 4 0 1 0 0 0 0 0 280
12:00 PM 0 0 1 23 67 75 82 34 7 1 0 1 0 0 0 0 0 291
1:00 PM 0 0 0 33 65 90 52 38 8 1 0 1 0 0 0 0 0 288
2:00 PM 0 0 2 17 88 106 90 36 11 5 1 0 0 0 0 0 0 356
3:00 PM 0 0 0 21 88 100 97 46 10 1 0 0 0 0 0 0 0 363
4:00 PM 0 0 0 27 85 113 109 44 20 1 2 0 0 0 0 0 0 401
5:00 PM 0 0 4 30 70 107 79 43 14 4 1 0 1 0 0 0 0 353
6:00 PM 0 0 2 17 56 75 72 45 15 3 1 0 0 0 0 0 0 286
7:00 PM 0 0 0 12 47 72 67 34 11 3 2 0 0 0 0 0 0 248
8:00 PM 0 0 1 16 52 63 52 35 10 3 2 0 0 0 0 0 0 234
9:00 PM 0 0 0 8 49 48 43 17 8 2 0 0 0 0 0 0 0 175
10:00 PM 0 0 1 8 26 39 22 9 4 0 0 0 0 0 0 0 0 109
11:00 PM 0 0 1 4 7 22 9 8 1 0 0 0 0 0 0 0 0 52
Total 1 2 28 329 1,064 1,253 1,067 564 166 37 11 4 1 0 0 0 0 4,527 Percent 0.0% 0.0% 0.6% 7.3% 23.5% 27.7% 23.6% 12.5% 3.7% 0.8% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 33.3 mph Mean (Average) Speed 33.7 mph 85th Percentile 40.7 mph 10 mph Pace mph
95th Percentile 44.9 mph Percent in Pace 54.61 %
Speed Range (mph)
Thursday, May 13, 2021
Daily Percentile Speed Summary Speed Statistics
27.5 - 37.5
7 Project Manager: (415) 310-6469
[email protected] 153
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 0 1 3 5 2 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 0 0 0 1 1 4 4 1 0 0 0 0 0 0 0 0 0 11
2:00 AM 0 0 0 0 1 2 3 1 0 0 0 0 0 0 0 0 0 7
3:00 AM 0 0 0 0 1 4 3 1 1 0 0 0 0 0 0 0 0 10
4:00 AM 1 0 0 1 4 6 2 2 2 0 0 0 0 0 0 0 0 18
5:00 AM 1 0 1 2 8 14 10 6 1 0 0 0 0 0 0 0 0 43
6:00 AM 0 0 1 8 24 33 22 8 2 1 0 0 0 0 0 0 0 99
7:00 AM 0 0 1 9 56 62 40 13 3 1 0 0 0 0 0 0 0 185
8:00 AM 1 0 2 13 54 69 41 7 1 0 0 0 0 0 0 0 0 188
9:00 AM 0 0 1 20 76 62 26 6 2 0 0 0 0 0 0 0 0 193
10:00 AM 1 2 5 21 75 78 25 5 1 0 0 0 0 0 0 0 0 213
11:00 AM 0 0 1 23 81 78 34 8 2 0 0 0 0 0 0 0 0 227
12:00 PM 0 0 4 22 81 79 40 8 3 0 0 0 0 0 0 0 0 237
1:00 PM 0 0 1 21 66 74 36 7 1 0 0 0 0 0 0 0 0 206
2:00 PM 0 0 0 19 72 85 44 11 2 0 0 0 0 0 0 0 0 233
3:00 PM 0 0 1 17 76 86 41 9 1 1 0 0 0 0 0 0 0 232
4:00 PM 0 0 1 16 72 90 53 10 2 1 0 0 0 0 0 0 0 245
5:00 PM 0 0 1 13 58 72 45 11 2 0 1 0 0 0 0 0 0 203
6:00 PM 1 0 1 15 52 71 39 8 3 1 0 0 0 0 0 0 0 191
7:00 PM 0 0 0 9 41 70 31 5 1 1 0 0 0 0 0 0 0 158
8:00 PM 0 0 1 13 45 50 23 3 1 0 0 0 0 0 0 0 0 136
9:00 PM 0 0 0 4 25 40 22 5 1 0 0 0 0 0 0 0 0 97
10:00 PM 0 0 1 3 13 21 16 4 2 0 0 0 0 0 0 0 0 60
11:00 PM 0 0 0 1 6 11 8 3 1 0 0 0 0 0 0 0 0 30
Total 5 3 23 252 991 1,166 610 142 35 6 1 0 0 0 0 0 0 3,234 Percent 0.2% 0.1% 0.7% 7.8% 30.6% 36.1% 18.9% 4.4% 1.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 31.4 mph Mean (Average) Speed 31.6 mph 85th Percentile 36.9 mph 10 mph Pace 26.2 - 36.2 mph
95th Percentile 40.5 mph Percent in Pace 68.1 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
8 Project Manager: (415) 310-6469
[email protected] 154
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 04
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 4 5 6 6 2 0 0 0 0 0 0 0 0 24
1:00 AM 0 0 0 1 1 4 4 1 1 0 0 0 0 0 0 0 0 12
2:00 AM 0 0 0 1 1 3 5 3 1 0 0 0 0 0 0 0 0 14
3:00 AM 0 0 0 0 1 2 3 1 1 1 0 0 0 0 0 0 0 9
4:00 AM 1 0 0 1 3 3 3 3 1 0 0 0 0 0 0 0 0 15
5:00 AM 0 0 1 1 10 10 9 6 2 0 0 0 0 0 0 0 0 39
6:00 AM 0 0 0 8 16 21 22 20 8 1 0 0 0 0 0 0 0 96
7:00 AM 0 0 2 23 48 40 34 19 8 1 0 0 0 0 0 0 0 175
8:00 AM 0 1 3 17 59 69 58 35 10 3 1 0 0 0 0 0 0 256
9:00 AM 0 1 3 19 64 56 48 21 8 2 1 0 0 0 0 0 0 223
10:00 AM 0 0 2 19 59 57 45 28 6 1 0 0 0 0 0 0 0 217
11:00 AM 0 0 2 22 73 78 58 34 8 2 0 1 0 0 0 0 0 278
12:00 PM 0 0 1 23 66 88 70 35 9 3 0 0 0 0 0 0 0 295
1:00 PM 0 0 3 29 74 85 56 37 10 3 0 1 0 0 0 0 0 298
2:00 PM 0 0 2 19 83 96 83 38 10 2 0 0 0 0 0 0 0 333
3:00 PM 0 0 0 22 82 103 81 47 11 2 1 1 0 0 0 0 0 350
4:00 PM 0 0 1 25 76 110 107 41 18 4 2 0 0 0 0 0 0 384
5:00 PM 0 0 3 24 67 103 83 47 15 3 1 1 0 0 0 0 0 347
6:00 PM 0 0 1 19 45 75 77 43 15 5 1 1 0 0 0 0 0 282
7:00 PM 0 0 1 17 49 66 73 37 9 2 3 1 0 0 0 0 0 258
8:00 PM 0 0 1 14 41 61 55 30 9 4 1 0 0 0 0 0 0 216
9:00 PM 0 0 1 9 34 46 45 24 8 1 1 0 0 0 0 0 0 169
10:00 PM 1 0 0 7 21 30 28 11 6 1 0 1 0 0 0 0 0 106
11:00 PM 0 0 0 2 10 15 11 8 3 1 0 0 0 0 0 0 0 50
Total 2 2 27 323 987 1,226 1,064 575 179 42 12 7 0 0 0 0 0 4,446 Percent 0.0% 0.0% 0.6% 7.3% 22.2% 27.6% 23.9% 12.9% 4.0% 0.9% 0.3% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 33.7 mph Mean (Average) Speed 34.0 mph 85th Percentile 40.9 mph 10 mph Pace 27.6 - 37.6 mph
95th Percentile 45.4 mph Percent in Pace 53.4 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
9 Project Manager: (415) 310-6469
[email protected] 155
Location: E Bayshore Rd BTWN Donohoe St & Clarke Ave
Date Range: 5/11/2021 - 5/17/2021
Site Code: 04
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 21 26 16 28 44 13 25 38 - - - - - - - - - - - - 11 25 36 1:00 AM 11 12 23 15 10 25 6 15 21 - - - - - - - - - - - - 11 12 23 2:00 AM 5 14 19 6 10 16 12 16 28 - - - - - - - - - - - - 8 13 21 3:00 AM 9 7 16 11 8 19 13 10 23 - - - - - - - - - - - - 11 8 19 4:00 AM 12 20 32 20 14 34 18 13 31 - - - - - - - - - - - - 17 16 32 5:00 AM 37 38 75 50 40 90 42 41 83 - - - - - - - - - - - - 43 40 83 6:00 AM 96 96 192 97 98 195 104 96 200 - - - - - - - - - - - - 99 97 196 7:00 AM 180 168 348 187 181 368 183 178 361 - - - - - - - - - - - - 183 176 359 8:00 AM 189 271 460 191 245 436 187 255 442 - - - - - - - - - - - - 189 257 446 9:00 AM 194 204 398 201 240 441 188 223 411 - - - - - - - - - - - - 194 222 417 10:00 AM 207 213 420 225 220 445 207 219 426 - - - - - - - - - - - - 213 217 430 11:00 AM 202 279 481 257 275 532 224 280 504 - - - - - - - - - - - - 228 278 506 12:00 PM 252 279 531 232 317 549 225 291 516 - - - - - - - - - - - - 236 296 532 1:00 PM 194 284 478 243 321 564 182 288 470 - - - - - - - - - - - - 206 298 504 2:00 PM 229 303 532 238 342 580 232 356 588 - - - - - - - - - - - - 233 334 567 3:00 PM 242 360 602 224 326 550 232 363 595 - - - - - - - - - - - - 233 350 582 4:00 PM 228 381 609 253 371 624 253 401 654 - - - - - - - - - - - - 245 384 629 5:00 PM 225 342 567 193 343 536 188 353 541 - - - - - - - - - - - - 202 346 548 6:00 PM 175 294 469 181 271 452 216 286 502 - - - - - - - - - - - - 191 284 474 7:00 PM 170 288 458 145 240 385 163 248 411 - - - - - - - - - - - - 159 259 418 8:00 PM 121 223 344 151 192 343 136 234 370 - - - - - - - - - - - - 136 216 352 9:00 PM 81 168 249 92 165 257 122 175 297 - - - - - - - - - - - - 98 169 268 10:00 PM 52 96 148 61 118 179 70 109 179 - - - - - - - - - - - - 61 108 169 11:00 PM 37 49 86 23 47 70 26 52 78 - - - - - - - - - - - - 29 49 78 Total 3,153 4,410 7,563 3,312 4,422 7,734 3,242 4,527 7,769 - - - - - - - - - - - - 3,236 4,453 7,689 Percent 42% 58% - 43% 57% - 42% 58% - - - - - - - - - - - - - 42% 58% - AM Peak 10:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 - - - - - - - - - - - - 11:00 11:00 11:00 Vol. 207 279 481 257 275 532 224 280 504 - - - - - - - - - - - - 228 278 506 PM Peak 12:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 - - - - - - - - - - - - 16:00 16:00 16:00 Vol. 252 381 609 253 371 624 253 401 654 - - - - - - - - - - - - 245 384 629
1. Mid-week average includes data between Tuesday and Thursday. 5/14/2021 5/15/2021 5/16/2021 5/17/2021
Tuesday Wednesday Thursday
5/11/2021 5/12/2021 5/13/2021 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected] 156
Location:
Count Direction:
Date Range:
Site Code:
Total
1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
Eastbound 89 7,810 2,300 1 901 37 0 0 1 4 0 0 0 11,143
Percent 0.8% 70.1% 20.6% 0.0% 8.1% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Westbound 165 7,169 1,728 5 659 84 0 1 2 2 0 0 0 9,815
Percent 1.7% 73.0% 17.6% 0.1% 6.7% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 254 14,979 4,028 6 1,560 121 0 1 3 6 0 0 0 20,958 Percent 1.2% 71.5% 19.2% 0.0% 7.4% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification
Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks
Vehicle Classification Report Summary
FHWA Vehicle Classification
Study Total
Bay Rd BTWN Dumbarton Ave & University Ave
Eastbound / Westbound
5/11/2021 to 5/13/2021
06 1
Project Manager: (415) 310-6469
[email protected] 157
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 13 7 0 1 0 0 0 0 0 0 0 0 21
1:00 AM 0 8 0 0 1 0 0 0 0 0 0 0 0 9
2:00 AM 0 6 1 0 2 0 0 0 0 0 0 0 0 9
3:00 AM 0 6 3 0 1 0 0 0 0 0 0 0 0 10
4:00 AM 0 5 6 0 2 0 0 0 0 0 0 0 0 13
5:00 AM 0 24 9 0 3 0 0 0 0 0 0 0 0 36
6:00 AM 1 46 17 0 14 1 0 0 0 0 0 0 0 79
7:00 AM 1 93 43 0 29 1 0 0 0 0 0 0 0 167
8:00 AM 0 188 62 0 13 2 0 0 0 0 0 0 0 265
9:00 AM 1 105 26 0 21 0 0 0 0 0 0 0 0 153
10:00 AM 0 115 24 0 14 2 0 0 0 0 0 0 0 155
11:00 AM 2 103 38 0 22 0 0 0 0 0 0 0 0 165
12:00 PM 1 186 39 0 24 1 0 0 0 0 0 0 0 251
1:00 PM 2 135 52 0 21 1 0 0 0 0 0 0 0 211
2:00 PM 1 177 44 0 16 0 0 0 0 0 0 0 0 238
3:00 PM 5 237 72 0 19 0 0 0 0 0 0 0 0 333
4:00 PM 1 207 69 0 27 0 0 0 0 0 0 0 0 304
5:00 PM 3 217 56 0 12 1 0 0 0 0 0 0 0 289
6:00 PM 1 195 54 0 26 0 0 0 0 0 0 0 0 276
7:00 PM 2 185 50 0 18 0 0 0 0 0 0 0 0 255
8:00 PM 3 163 38 0 28 0 0 0 0 0 0 0 0 232
9:00 PM 0 96 37 0 14 0 0 0 0 0 0 0 0 147
10:00 PM 0 71 13 0 5 0 0 0 0 0 0 0 0 89
11:00 PM 2 27 26 0 5 0 0 0 0 0 0 0 0 60
Total 26 2,608 786 0 338 9 0 0 0 0 0 0 0 3,767
Percent 0.7% 69.2% 20.9% 0.0% 9.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
2 Project Manager: (415) 310-6469
[email protected] 158
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 1 10 4 0 2 1 0 0 0 0 0 0 0 18
1:00 AM 0 10 2 0 0 0 0 0 0 0 0 0 0 12
2:00 AM 0 6 0 0 4 0 0 0 0 0 0 0 0 10
3:00 AM 0 5 2 0 1 0 0 0 0 0 0 0 0 8
4:00 AM 0 7 4 0 1 0 0 0 0 0 0 0 0 12
5:00 AM 0 25 7 0 4 2 0 0 0 0 0 0 0 38
6:00 AM 1 57 20 0 8 2 0 0 0 0 0 0 0 88
7:00 AM 3 152 53 1 22 2 0 0 0 0 0 0 0 233
8:00 AM 5 202 48 0 7 2 0 0 0 0 0 0 0 264
9:00 AM 0 76 28 0 11 1 0 0 0 0 0 0 0 116
10:00 AM 5 99 23 0 8 1 0 0 0 0 0 0 0 136
11:00 AM 2 115 28 0 19 0 0 0 0 0 0 0 0 164
12:00 PM 4 153 30 0 14 1 0 0 0 0 0 0 0 202
1:00 PM 3 127 31 0 12 1 0 0 0 0 0 0 0 174
2:00 PM 5 155 32 0 13 4 0 0 0 0 0 0 0 209
3:00 PM 3 185 39 0 24 2 0 0 0 0 0 0 0 253
4:00 PM 4 170 40 0 13 1 0 0 0 0 0 0 0 228
5:00 PM 6 192 52 0 15 1 0 0 0 0 0 0 0 266
6:00 PM 4 199 53 0 12 1 0 0 0 0 0 0 0 269
7:00 PM 5 131 42 0 10 0 0 0 0 0 0 0 0 188
8:00 PM 3 120 26 0 8 2 0 0 0 0 0 0 0 159
9:00 PM 3 70 13 0 7 0 0 0 0 0 0 0 0 93
10:00 PM 1 50 6 0 3 0 0 0 0 0 0 0 0 60
11:00 PM 1 15 7 0 4 1 0 0 0 0 0 0 0 28
Total 59 2,331 590 1 222 25 0 0 0 0 0 0 0 3,228
Percent 1.8% 72.2% 18.3% 0.0% 6.9% 0.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
3 Project Manager: (415) 310-6469
[email protected] 159
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 25 5 0 2 0 0 0 0 0 0 0 0 32
1:00 AM 0 14 6 0 1 0 0 0 0 0 0 0 0 21
2:00 AM 0 12 4 0 1 0 0 0 0 0 0 0 0 17
3:00 AM 0 3 1 0 1 0 0 0 0 0 0 0 0 5
4:00 AM 0 10 1 0 1 1 0 0 0 0 0 0 0 13
5:00 AM 0 18 6 0 5 1 0 0 0 0 0 0 0 30
6:00 AM 0 36 11 0 12 1 0 0 0 0 0 0 0 60
7:00 AM 1 106 46 0 23 0 0 0 0 0 0 0 0 176
8:00 AM 1 190 57 0 20 0 0 0 0 2 0 0 0 270
9:00 AM 0 112 29 0 10 0 0 0 0 0 0 0 0 151
10:00 AM 0 125 27 0 16 0 0 0 0 0 0 0 0 168
11:00 AM 2 131 38 0 15 1 0 0 0 0 0 0 0 187
12:00 PM 2 154 57 0 19 1 0 0 0 0 0 0 0 233
1:00 PM 2 176 39 0 12 0 0 0 0 0 0 0 0 229
2:00 PM 0 177 43 0 17 0 0 0 0 0 0 0 0 237
3:00 PM 3 213 74 0 21 0 0 0 0 0 0 0 0 311
4:00 PM 3 214 62 0 26 1 0 0 0 0 0 0 0 306
5:00 PM 1 206 61 0 19 1 0 0 0 0 0 0 0 288
6:00 PM 4 143 47 0 26 1 0 0 0 1 0 0 0 222
7:00 PM 2 195 36 0 13 0 0 0 0 0 0 0 0 246
8:00 PM 1 153 37 0 10 0 0 0 0 0 0 0 0 201
9:00 PM 0 100 41 0 13 0 0 0 0 0 0 0 0 154
10:00 PM 0 79 16 0 8 0 0 0 0 0 0 0 0 103
11:00 PM 0 32 5 0 2 1 0 0 0 0 0 0 0 40
Total 22 2,624 749 0 293 9 0 0 0 3 0 0 0 3,700
Percent 0.6% 70.9% 20.2% 0.0% 7.9% 0.2% 0.0% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
4 Project Manager: (415) 310-6469
[email protected] 160
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 8 3 0 0 0 0 0 0 0 0 0 0 11
1:00 AM 1 6 2 0 4 0 0 0 0 0 0 0 0 13
2:00 AM 1 1 3 0 1 1 0 0 0 0 0 0 0 7
3:00 AM 0 3 2 0 2 0 0 0 0 0 0 0 0 7
4:00 AM 0 7 5 0 2 0 0 0 0 0 0 0 0 14
5:00 AM 0 19 2 0 6 1 0 0 0 0 0 0 0 28
6:00 AM 2 46 18 0 8 1 0 0 0 0 0 0 0 75
7:00 AM 4 162 40 1 14 2 0 0 0 0 0 0 0 223
8:00 AM 3 205 52 0 13 7 0 0 0 0 0 0 0 280
9:00 AM 2 143 31 0 12 0 0 0 0 1 0 0 0 189
10:00 AM 3 116 25 0 16 1 0 0 1 0 0 0 0 162
11:00 AM 1 144 28 0 10 1 0 0 0 0 0 0 0 184
12:00 PM 4 169 28 0 10 0 0 0 0 0 0 0 0 211
1:00 PM 2 139 34 0 7 2 0 0 0 0 0 0 0 184
2:00 PM 7 168 24 1 13 1 0 0 0 1 0 0 0 215
3:00 PM 1 156 33 0 19 2 0 0 0 0 0 0 0 211
4:00 PM 1 176 45 0 11 0 0 0 0 0 0 0 0 233
5:00 PM 6 186 42 0 14 1 0 0 0 0 0 0 0 249
6:00 PM 4 176 40 0 16 1 0 0 0 0 0 0 0 237
7:00 PM 1 146 37 0 12 1 0 0 0 0 0 0 0 197
8:00 PM 4 114 19 0 15 2 0 0 0 0 0 0 0 154
9:00 PM 0 91 29 0 11 1 0 0 0 0 0 0 0 132
10:00 PM 0 43 6 0 3 2 0 0 0 0 0 0 0 54
11:00 PM 1 23 5 0 3 0 0 0 0 0 0 0 0 32
Total 48 2,447 553 2 222 27 0 0 1 2 0 0 0 3,302
Percent 1.5% 74.1% 16.7% 0.1% 6.7% 0.8% 0.0% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
5 Project Manager: (415) 310-6469
[email protected] 161
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 13 5 0 2 0 0 0 0 0 0 0 0 20
1:00 AM 0 6 3 0 0 0 0 0 0 0 0 0 0 9
2:00 AM 1 5 1 0 1 0 0 0 0 0 0 0 0 8
3:00 AM 1 3 1 0 1 0 0 0 0 0 0 0 0 6
4:00 AM 0 13 2 0 1 1 0 0 0 0 0 0 0 17
5:00 AM 0 21 11 0 3 2 0 0 0 0 0 0 0 37
6:00 AM 0 38 16 0 9 0 0 0 0 0 0 0 0 63
7:00 AM 3 109 37 0 19 3 0 0 0 1 0 0 0 172
8:00 AM 0 184 56 0 15 0 0 0 0 0 0 0 0 255
9:00 AM 2 100 36 0 14 2 0 0 1 0 0 0 0 155
10:00 AM 0 83 40 0 11 1 0 0 0 0 0 0 0 135
11:00 AM 3 104 38 1 12 0 0 0 0 0 0 0 0 158
12:00 PM 3 155 45 0 19 2 0 0 0 0 0 0 0 224
1:00 PM 2 144 41 0 16 2 0 0 0 0 0 0 0 205
2:00 PM 0 170 37 0 17 0 0 0 0 0 0 0 0 224
3:00 PM 3 244 73 0 17 0 0 0 0 0 0 0 0 337
4:00 PM 3 231 67 0 23 0 0 0 0 0 0 0 0 324
5:00 PM 7 199 60 0 23 1 0 0 0 0 0 0 0 290
6:00 PM 7 192 39 0 18 0 0 0 0 0 0 0 0 256
7:00 PM 4 170 61 0 22 2 0 0 0 0 0 0 0 259
8:00 PM 1 144 37 0 11 1 0 0 0 0 0 0 0 194
9:00 PM 0 138 34 0 8 0 0 0 0 0 0 0 0 180
10:00 PM 0 88 16 0 7 1 0 0 0 0 0 0 0 112
11:00 PM 1 24 9 0 1 1 0 0 0 0 0 0 0 36
Total 41 2,578 765 1 270 19 0 0 1 1 0 0 0 3,676
Percent 1.1% 70.1% 20.8% 0.0% 7.3% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
6 Project Manager: (415) 310-6469
[email protected] 162
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 18 4 0 1 0 0 0 0 0 0 0 0 23
1:00 AM 0 11 1 0 3 0 0 0 0 0 0 0 0 15
2:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 5 1 0 1 0 0 0 0 0 0 0 0 7
4:00 AM 1 8 2 0 2 2 0 0 0 0 0 0 0 15
5:00 AM 0 13 7 0 5 1 0 0 0 0 0 0 0 26
6:00 AM 1 52 19 0 9 2 0 0 0 0 0 0 0 83
7:00 AM 6 130 52 1 23 4 0 0 0 0 0 0 0 216
8:00 AM 4 198 42 0 11 5 0 0 0 0 0 0 0 260
9:00 AM 1 93 25 0 12 1 0 0 1 0 0 0 0 133
10:00 AM 2 89 24 0 9 1 0 0 0 0 0 0 0 125
11:00 AM 0 114 24 0 17 2 0 0 0 0 0 0 0 157
12:00 PM 1 145 42 0 13 0 0 0 0 0 0 0 0 201
1:00 PM 5 131 37 0 9 1 0 0 0 0 0 0 0 183
2:00 PM 6 161 37 1 16 3 0 1 0 0 0 0 0 225
3:00 PM 1 194 39 0 13 0 0 0 0 0 0 0 0 247
4:00 PM 2 175 44 0 14 0 0 0 0 0 0 0 0 235
5:00 PM 6 187 44 0 12 1 0 0 0 0 0 0 0 250
6:00 PM 8 183 48 0 16 3 0 0 0 0 0 0 0 258
7:00 PM 8 152 35 0 13 1 0 0 0 0 0 0 0 209
8:00 PM 5 137 20 0 7 3 0 0 0 0 0 0 0 172
9:00 PM 1 99 18 0 4 2 0 0 0 0 0 0 0 124
10:00 PM 0 63 10 0 4 0 0 0 0 0 0 0 0 77
11:00 PM 0 30 9 0 1 0 0 0 0 0 0 0 0 40
Total 58 2,391 585 2 215 32 0 1 1 0 0 0 0 3,285
Percent 1.8% 72.8% 17.8% 0.1% 6.5% 1.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
7 Project Manager: (415) 310-6469
[email protected] 163
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Total Study Average
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 17 6 0 2 0 0 0 0 0 0 0 0 25
1:00 AM 0 9 3 0 1 0 0 0 0 0 0 0 0 13
2:00 AM 0 8 2 0 1 0 0 0 0 0 0 0 0 11
3:00 AM 0 4 2 0 1 0 0 0 0 0 0 0 0 7
4:00 AM 0 9 3 0 1 1 0 0 0 0 0 0 0 14
5:00 AM 0 21 9 0 4 1 0 0 0 0 0 0 0 35
6:00 AM 0 40 15 0 12 1 0 0 0 0 0 0 0 68
7:00 AM 2 103 42 0 24 1 0 0 0 0 0 0 0 172
8:00 AM 0 187 58 0 16 1 0 0 0 1 0 0 0 263
9:00 AM 1 106 30 0 15 1 0 0 0 0 0 0 0 153
10:00 AM 0 108 30 0 14 1 0 0 0 0 0 0 0 153
11:00 AM 2 113 38 0 16 0 0 0 0 0 0 0 0 169
12:00 PM 2 165 47 0 21 1 0 0 0 0 0 0 0 236
1:00 PM 2 152 44 0 16 1 0 0 0 0 0 0 0 215
2:00 PM 0 175 41 0 17 0 0 0 0 0 0 0 0 233
3:00 PM 4 231 73 0 19 0 0 0 0 0 0 0 0 327
4:00 PM 2 217 66 0 25 0 0 0 0 0 0 0 0 310
5:00 PM 4 207 59 0 18 1 0 0 0 0 0 0 0 289
6:00 PM 4 177 47 0 23 0 0 0 0 0 0 0 0 251
7:00 PM 3 183 49 0 18 1 0 0 0 0 0 0 0 254
8:00 PM 2 153 37 0 16 0 0 0 0 0 0 0 0 208
9:00 PM 0 111 37 0 12 0 0 0 0 0 0 0 0 160
10:00 PM 0 79 15 0 7 0 0 0 0 0 0 0 0 101
11:00 PM 1 28 13 0 3 1 0 0 0 0 0 0 0 46
Total 29 2,603 766 0 302 12 0 0 0 1 0 0 0 3,713
Percent 0.8% 70.1% 20.6% 0.0% 8.1% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
8 Project Manager: (415) 310-6469
[email protected] 164
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Total Study Average
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 12 4 0 1 0 0 0 0 0 0 0 0 17
1:00 AM 0 9 2 0 2 0 0 0 0 0 0 0 0 13
2:00 AM 0 3 1 0 2 0 0 0 0 0 0 0 0 6
3:00 AM 0 4 2 0 1 0 0 0 0 0 0 0 0 7
4:00 AM 0 7 4 0 2 1 0 0 0 0 0 0 0 14
5:00 AM 0 19 5 0 5 1 0 0 0 0 0 0 0 30
6:00 AM 1 52 19 0 8 2 0 0 0 0 0 0 0 82
7:00 AM 4 148 48 1 20 3 0 0 0 0 0 0 0 224
8:00 AM 4 202 47 0 10 5 0 0 0 0 0 0 0 268
9:00 AM 1 104 28 0 12 1 0 0 0 0 0 0 0 146
10:00 AM 3 101 24 0 11 1 0 0 0 0 0 0 0 140
11:00 AM 1 124 27 0 15 1 0 0 0 0 0 0 0 168
12:00 PM 3 156 33 0 12 0 0 0 0 0 0 0 0 204
1:00 PM 3 132 34 0 9 1 0 0 0 0 0 0 0 179
2:00 PM 6 161 31 1 14 3 0 0 0 0 0 0 0 216
3:00 PM 2 178 37 0 19 1 0 0 0 0 0 0 0 237
4:00 PM 2 174 43 0 13 0 0 0 0 0 0 0 0 232
5:00 PM 6 188 46 0 14 1 0 0 0 0 0 0 0 255
6:00 PM 5 186 47 0 15 2 0 0 0 0 0 0 0 255
7:00 PM 5 143 38 0 12 1 0 0 0 0 0 0 0 199
8:00 PM 4 124 22 0 10 2 0 0 0 0 0 0 0 162
9:00 PM 1 87 20 0 7 1 0 0 0 0 0 0 0 116
10:00 PM 0 52 7 0 3 1 0 0 0 0 0 0 0 63
11:00 PM 1 23 7 0 3 0 0 0 0 0 0 0 0 34
Total 52 2,389 576 2 220 28 0 0 0 0 0 0 0 3,267
Percent 1.6% 73.1% 17.6% 0.1% 6.7% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
9 Project Manager: (415) 310-6469
[email protected] 165
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
3-Day (Tuesday - Thursday) Average
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 17 6 0 2 0 0 0 0 0 0 0 0 25
1:00 AM 0 9 3 0 1 0 0 0 0 0 0 0 0 13
2:00 AM 0 8 2 0 1 0 0 0 0 0 0 0 0 11
3:00 AM 0 4 2 0 1 0 0 0 0 0 0 0 0 7
4:00 AM 0 9 3 0 1 1 0 0 0 0 0 0 0 14
5:00 AM 0 21 9 0 4 1 0 0 0 0 0 0 0 35
6:00 AM 0 40 15 0 12 1 0 0 0 0 0 0 0 68
7:00 AM 2 103 42 0 24 1 0 0 0 0 0 0 0 172
8:00 AM 0 187 58 0 16 1 0 0 0 1 0 0 0 263
9:00 AM 1 106 30 0 15 1 0 0 0 0 0 0 0 153
10:00 AM 0 108 30 0 14 1 0 0 0 0 0 0 0 153
11:00 AM 2 113 38 0 16 0 0 0 0 0 0 0 0 169
12:00 PM 2 165 47 0 21 1 0 0 0 0 0 0 0 236
1:00 PM 2 152 44 0 16 1 0 0 0 0 0 0 0 215
2:00 PM 0 175 41 0 17 0 0 0 0 0 0 0 0 233
3:00 PM 4 231 73 0 19 0 0 0 0 0 0 0 0 327
4:00 PM 2 217 66 0 25 0 0 0 0 0 0 0 0 310
5:00 PM 4 207 59 0 18 1 0 0 0 0 0 0 0 289
6:00 PM 4 177 47 0 23 0 0 0 0 0 0 0 0 251
7:00 PM 3 183 49 0 18 1 0 0 0 0 0 0 0 254
8:00 PM 2 153 37 0 16 0 0 0 0 0 0 0 0 208
9:00 PM 0 111 37 0 12 0 0 0 0 0 0 0 0 160
10:00 PM 0 79 15 0 7 0 0 0 0 0 0 0 0 101
11:00 PM 1 28 13 0 3 1 0 0 0 0 0 0 0 46
Total 29 2,603 766 0 302 12 0 0 0 1 0 0 0 3,713
Percent 0.8% 70.1% 20.6% 0.0% 8.1% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
10 Project Manager: (415) 310-6469
[email protected] 166
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
3-Day (Tuesday - Thursday) Average
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 12 4 0 1 0 0 0 0 0 0 0 0 17
1:00 AM 0 9 2 0 2 0 0 0 0 0 0 0 0 13
2:00 AM 0 3 1 0 2 0 0 0 0 0 0 0 0 6
3:00 AM 0 4 2 0 1 0 0 0 0 0 0 0 0 7
4:00 AM 0 7 4 0 2 1 0 0 0 0 0 0 0 14
5:00 AM 0 19 5 0 5 1 0 0 0 0 0 0 0 30
6:00 AM 1 52 19 0 8 2 0 0 0 0 0 0 0 82
7:00 AM 4 148 48 1 20 3 0 0 0 0 0 0 0 224
8:00 AM 4 202 47 0 10 5 0 0 0 0 0 0 0 268
9:00 AM 1 104 28 0 12 1 0 0 0 0 0 0 0 146
10:00 AM 3 101 24 0 11 1 0 0 0 0 0 0 0 140
11:00 AM 1 124 27 0 15 1 0 0 0 0 0 0 0 168
12:00 PM 3 156 33 0 12 0 0 0 0 0 0 0 0 204
1:00 PM 3 132 34 0 9 1 0 0 0 0 0 0 0 179
2:00 PM 6 161 31 1 14 3 0 0 0 0 0 0 0 216
3:00 PM 2 178 37 0 19 1 0 0 0 0 0 0 0 237
4:00 PM 2 174 43 0 13 0 0 0 0 0 0 0 0 232
5:00 PM 6 188 46 0 14 1 0 0 0 0 0 0 0 255
6:00 PM 5 186 47 0 15 2 0 0 0 0 0 0 0 255
7:00 PM 5 143 38 0 12 1 0 0 0 0 0 0 0 199
8:00 PM 4 124 22 0 10 2 0 0 0 0 0 0 0 162
9:00 PM 1 87 20 0 7 1 0 0 0 0 0 0 0 116
10:00 PM 0 52 7 0 3 1 0 0 0 0 0 0 0 63
11:00 PM 1 23 7 0 3 0 0 0 0 0 0 0 0 34
Total 52 2,389 576 2 220 28 0 0 0 0 0 0 0 3,267
Percent 1.6% 73.1% 17.6% 0.1% 6.7% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
11 Project Manager: (415) 310-6469
[email protected] 167
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Count Direction: Eastbound / Westbound
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume Eastbound 54 203 892 2,885 4,451 2,188 406 47 13 4 0 0 0 0 0 0 0 11,143 Percent 0.5% 1.8% 8.0% 25.9% 39.9% 19.6% 3.6% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Westbound 43 246 1,226 2,672 3,798 1,505 287 28 8 1 1 0 0 0 0 0 0 9,815 Percent 0.4% 2.5% 12.5% 27.2% 38.7% 15.3% 2.9% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 97 449 2,118 5,557 8,249 3,693 693 75 21 5 1 0 0 0 0 0 0 20,958 Percent 0.5% 2.1% 10.1% 26.5% 39.4% 17.6% 3.3% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Eastbound Eastbound
50th Percentile (Median) 26.7 mph Mean (Average) Speed 26.5 mph
31.5 mph 10 mph Pace 21.9 - 31.9 mph
34.7 mph Percent in Pace 69.7 %
Westbound Westbound
50th Percentile (Median) 25.9 mph Mean (Average) Speed 25.5 mph
30.6 mph 10 mph Pace 21.1 - 31.1 mph
33.8 mph Percent in Pace 67.5 %
Vehicle Speed Report Summary
Study Total
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 06 85th Percentile
95th Percentile
85th Percentile
95th Percentile
1 Project Manager: (415) 310-6469
[email protected] 168
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 3 8 8 1 0 0 0 0 0 0 0 0 0 0 21
1:00 AM 0 0 0 1 4 2 2 0 0 0 0 0 0 0 0 0 0 9
2:00 AM 0 0 0 1 3 3 1 1 0 0 0 0 0 0 0 0 0 9
3:00 AM 0 0 1 0 4 4 0 1 0 0 0 0 0 0 0 0 0 10
4:00 AM 0 0 0 1 3 2 6 0 1 0 0 0 0 0 0 0 0 13
5:00 AM 0 1 0 6 11 16 2 0 0 0 0 0 0 0 0 0 0 36
6:00 AM 1 1 6 15 31 20 4 0 1 0 0 0 0 0 0 0 0 79
7:00 AM 0 3 12 36 68 35 11 2 0 0 0 0 0 0 0 0 0 167
8:00 AM 1 2 25 55 104 68 7 2 1 0 0 0 0 0 0 0 0 265
9:00 AM 0 2 12 35 62 36 5 1 0 0 0 0 0 0 0 0 0 153
10:00 AM 0 4 9 37 72 27 5 1 0 0 0 0 0 0 0 0 0 155
11:00 AM 0 2 11 32 70 37 11 0 2 0 0 0 0 0 0 0 0 165
12:00 PM 1 4 17 62 100 60 7 0 0 0 0 0 0 0 0 0 0 251
1:00 PM 0 2 19 48 83 50 7 2 0 0 0 0 0 0 0 0 0 211
2:00 PM 0 4 16 60 97 50 10 0 1 0 0 0 0 0 0 0 0 238
3:00 PM 4 4 13 94 145 62 11 0 0 0 0 0 0 0 0 0 0 333
4:00 PM 0 5 28 67 118 66 17 3 0 0 0 0 0 0 0 0 0 304
5:00 PM 3 1 26 78 111 61 8 1 0 0 0 0 0 0 0 0 0 289
6:00 PM 1 5 17 78 107 58 6 3 0 1 0 0 0 0 0 0 0 276
7:00 PM 2 11 19 80 91 41 9 2 0 0 0 0 0 0 0 0 0 255
8:00 PM 1 9 18 75 95 29 4 1 0 0 0 0 0 0 0 0 0 232
9:00 PM 2 0 12 36 52 38 7 0 0 0 0 0 0 0 0 0 0 147
10:00 PM 0 1 6 19 40 20 3 0 0 0 0 0 0 0 0 0 0 89
11:00 PM 1 0 3 7 25 18 4 2 0 0 0 0 0 0 0 0 0 60
Total 17 61 271 926 1,504 811 148 22 6 1 0 0 0 0 0 0 0 3,767 Percent 0.5% 1.6% 7.2% 24.6% 39.9% 21.5% 3.9% 0.6% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 27.0 mph Mean (Average) Speed 26.8 mph 85th Percentile 31.8 mph 10 mph Pace mph
95th Percentile 34.8 mph Percent in Pace 70.5 %
Tuesday, May 11, 2021
Speed Range (mph)
22.5 - 32.5
06 Daily Percentile Speed Summary Speed Statistics
2 Project Manager: (415) 310-6469
[email protected] 169
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 5 5 3 4 0 0 0 0 0 0 0 0 0 0 0 18
1:00 AM 0 1 2 0 5 4 0 0 0 0 0 0 0 0 0 0 0 12
2:00 AM 0 0 1 2 5 2 0 0 0 0 0 0 0 0 0 0 0 10
3:00 AM 0 0 1 3 2 2 0 0 0 0 0 0 0 0 0 0 0 8
4:00 AM 0 0 2 2 2 2 3 1 0 0 0 0 0 0 0 0 0 12
5:00 AM 0 5 3 7 18 3 2 0 0 0 0 0 0 0 0 0 0 38
6:00 AM 1 4 12 22 28 16 4 1 0 0 0 0 0 0 0 0 0 88
7:00 AM 0 3 48 63 70 37 11 1 0 0 0 0 0 0 0 0 0 233
8:00 AM 3 7 36 81 98 34 4 1 0 0 0 0 0 0 0 0 0 264
9:00 AM 0 1 12 30 45 27 1 0 0 0 0 0 0 0 0 0 0 116
10:00 AM 1 9 13 29 52 25 6 0 0 0 1 0 0 0 0 0 0 136
11:00 AM 1 0 12 24 88 35 4 0 0 0 0 0 0 0 0 0 0 164
12:00 PM 2 4 23 48 87 32 5 1 0 0 0 0 0 0 0 0 0 202
1:00 PM 1 4 22 45 61 34 6 0 1 0 0 0 0 0 0 0 0 174
2:00 PM 2 6 28 60 81 28 3 1 0 0 0 0 0 0 0 0 0 209
3:00 PM 1 4 25 68 103 36 15 1 0 0 0 0 0 0 0 0 0 253
4:00 PM 2 5 35 59 93 31 2 1 0 0 0 0 0 0 0 0 0 228
5:00 PM 1 3 18 79 128 29 7 1 0 0 0 0 0 0 0 0 0 266
6:00 PM 1 2 45 91 90 32 7 1 0 0 0 0 0 0 0 0 0 269
7:00 PM 2 6 12 64 67 30 5 2 0 0 0 0 0 0 0 0 0 188
8:00 PM 0 5 31 40 65 13 4 0 1 0 0 0 0 0 0 0 0 159
9:00 PM 1 3 13 25 36 8 7 0 0 0 0 0 0 0 0 0 0 93
10:00 PM 0 1 7 11 25 14 2 0 0 0 0 0 0 0 0 0 0 60
11:00 PM 0 3 1 5 13 4 1 1 0 0 0 0 0 0 0 0 0 28
Total 19 77 407 863 1,265 482 99 13 2 0 1 0 0 0 0 0 0 3,228 Percent 0.6% 2.4% 12.6% 26.7% 39.2% 14.9% 3.1% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 26.1 mph Mean (Average) Speed 25.6 mph 85th Percentile 30.6 mph 10 mph Pace mph
95th Percentile 33.9 mph Percent in Pace 67.87 %
21.1 - 31.1
Tuesday, May 11, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
3 Project Manager: (415) 310-6469
[email protected] 170
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 6 14 9 3 0 0 0 0 0 0 0 0 0 0 32
1:00 AM 0 0 0 3 8 9 1 0 0 0 0 0 0 0 0 0 0 21
2:00 AM 0 0 0 4 7 4 0 2 0 0 0 0 0 0 0 0 0 17
3:00 AM 0 0 0 2 2 0 1 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 0 0 1 5 5 2 0 0 0 0 0 0 0 0 0 0 13
5:00 AM 0 1 1 6 10 8 4 0 0 0 0 0 0 0 0 0 0 30
6:00 AM 0 1 0 14 29 12 4 0 0 0 0 0 0 0 0 0 0 60
7:00 AM 1 5 12 53 74 26 5 0 0 0 0 0 0 0 0 0 0 176
8:00 AM 1 10 26 87 113 29 4 0 0 0 0 0 0 0 0 0 0 270
9:00 AM 0 11 24 63 43 9 1 0 0 0 0 0 0 0 0 0 0 151
10:00 AM 2 3 26 57 63 16 1 0 0 0 0 0 0 0 0 0 0 168
11:00 AM 2 8 21 78 57 20 1 0 0 0 0 0 0 0 0 0 0 187
12:00 PM 2 4 23 76 95 29 4 0 0 0 0 0 0 0 0 0 0 233
1:00 PM 0 5 17 79 92 34 2 0 0 0 0 0 0 0 0 0 0 229
2:00 PM 0 3 19 63 94 51 6 0 1 0 0 0 0 0 0 0 0 237
3:00 PM 0 7 14 78 143 58 9 0 2 0 0 0 0 0 0 0 0 311
4:00 PM 5 7 30 62 130 60 12 0 0 0 0 0 0 0 0 0 0 306
5:00 PM 1 0 16 55 112 82 18 4 0 0 0 0 0 0 0 0 0 288
6:00 PM 3 9 14 44 86 50 15 1 0 0 0 0 0 0 0 0 0 222
7:00 PM 1 7 27 73 85 44 8 0 0 1 0 0 0 0 0 0 0 246
8:00 PM 1 1 18 74 74 28 4 1 0 0 0 0 0 0 0 0 0 201
9:00 PM 0 3 12 39 61 21 13 5 0 0 0 0 0 0 0 0 0 154
10:00 PM 0 0 3 25 43 21 8 1 2 0 0 0 0 0 0 0 0 103
11:00 PM 0 0 8 9 14 7 1 1 0 0 0 0 0 0 0 0 0 40
Total 19 85 311 1,051 1,454 632 127 15 5 1 0 0 0 0 0 0 0 3,700 Percent 0.5% 2.3% 8.4% 28.4% 39.3% 17.1% 3.4% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 26.3 mph Mean (Average) Speed 26.1 mph 85th Percentile 31.1 mph 10 mph Pace mph
95th Percentile 34.4 mph Percent in Pace 69.8 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
21.3 - 31.3
4 Project Manager: (415) 310-6469
[email protected] 171
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 5 2 3 0 0 0 0 0 0 0 0 0 0 0 11
1:00 AM 0 1 1 2 6 1 2 0 0 0 0 0 0 0 0 0 0 13
2:00 AM 0 1 0 2 3 0 1 0 0 0 0 0 0 0 0 0 0 7
3:00 AM 0 0 0 2 2 2 1 0 0 0 0 0 0 0 0 0 0 7
4:00 AM 0 2 0 5 3 2 2 0 0 0 0 0 0 0 0 0 0 14
5:00 AM 0 2 3 6 7 8 2 0 0 0 0 0 0 0 0 0 0 28
6:00 AM 0 2 8 10 36 16 3 0 0 0 0 0 0 0 0 0 0 75
7:00 AM 0 9 50 46 84 30 4 0 0 0 0 0 0 0 0 0 0 223
8:00 AM 1 14 46 85 99 32 2 0 1 0 0 0 0 0 0 0 0 280
9:00 AM 0 2 26 75 68 15 3 0 0 0 0 0 0 0 0 0 0 189
10:00 AM 1 5 19 52 59 20 6 0 0 0 0 0 0 0 0 0 0 162
11:00 AM 0 5 22 68 68 17 3 1 0 0 0 0 0 0 0 0 0 184
12:00 PM 0 4 27 73 74 25 8 0 0 0 0 0 0 0 0 0 0 211
1:00 PM 2 7 33 56 62 22 2 0 0 0 0 0 0 0 0 0 0 184
2:00 PM 0 10 32 65 76 27 5 0 0 0 0 0 0 0 0 0 0 215
3:00 PM 0 2 21 65 83 31 7 2 0 0 0 0 0 0 0 0 0 211
4:00 PM 1 2 21 56 103 44 6 0 0 0 0 0 0 0 0 0 0 233
5:00 PM 0 3 15 54 115 52 8 1 1 0 0 0 0 0 0 0 0 249
6:00 PM 2 5 29 76 88 30 7 0 0 0 0 0 0 0 0 0 0 237
7:00 PM 2 4 18 56 70 37 9 0 1 0 0 0 0 0 0 0 0 197
8:00 PM 0 5 28 44 57 19 1 0 0 0 0 0 0 0 0 0 0 154
9:00 PM 0 3 13 28 49 29 8 2 0 0 0 0 0 0 0 0 0 132
10:00 PM 0 1 6 7 24 13 3 0 0 0 0 0 0 0 0 0 0 54
11:00 PM 0 1 4 9 9 7 2 0 0 0 0 0 0 0 0 0 0 32
Total 9 90 423 947 1,247 482 95 6 3 0 0 0 0 0 0 0 0 3,302 Percent 0.3% 2.7% 12.8% 28.7% 37.8% 14.6% 2.9% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 25.7 mph Mean (Average) Speed 25.4 mph 85th Percentile 30.5 mph 10 mph Pace mph
95th Percentile 33.7 mph Percent in Pace 67.38 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
20.9 - 30.9
5 Project Manager: (415) 310-6469
[email protected] 172
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 2 4 6 7 1 0 0 0 0 0 0 0 0 0 0 20
1:00 AM 0 0 0 1 3 5 0 0 0 0 0 0 0 0 0 0 0 9
2:00 AM 0 1 1 2 3 0 1 0 0 0 0 0 0 0 0 0 0 8
3:00 AM 0 0 2 0 3 0 1 0 0 0 0 0 0 0 0 0 0 6
4:00 AM 0 0 2 1 8 2 2 1 1 0 0 0 0 0 0 0 0 17
5:00 AM 0 0 1 7 11 16 2 0 0 0 0 0 0 0 0 0 0 37
6:00 AM 0 0 3 14 31 14 0 1 0 0 0 0 0 0 0 0 0 63
7:00 AM 2 7 29 61 54 18 1 0 0 0 0 0 0 0 0 0 0 172
8:00 AM 1 4 24 86 90 48 2 0 0 0 0 0 0 0 0 0 0 255
9:00 AM 2 3 9 32 74 29 4 2 0 0 0 0 0 0 0 0 0 155
10:00 AM 0 1 9 37 58 24 6 0 0 0 0 0 0 0 0 0 0 135
11:00 AM 1 6 19 42 53 25 11 0 0 1 0 0 0 0 0 0 0 158
12:00 PM 1 3 24 53 79 50 14 0 0 0 0 0 0 0 0 0 0 224
1:00 PM 0 2 19 39 86 51 8 0 0 0 0 0 0 0 0 0 0 205
2:00 PM 0 0 13 47 104 53 7 0 0 0 0 0 0 0 0 0 0 224
3:00 PM 1 5 23 79 142 80 6 1 0 0 0 0 0 0 0 0 0 337
4:00 PM 2 8 21 74 128 81 8 0 1 1 0 0 0 0 0 0 0 324
5:00 PM 2 5 23 67 122 56 14 1 0 0 0 0 0 0 0 0 0 290
6:00 PM 4 3 17 45 113 59 14 1 0 0 0 0 0 0 0 0 0 256
7:00 PM 2 0 27 73 105 41 11 0 0 0 0 0 0 0 0 0 0 259
8:00 PM 0 6 18 48 80 35 7 0 0 0 0 0 0 0 0 0 0 194
9:00 PM 0 3 12 62 80 19 3 1 0 0 0 0 0 0 0 0 0 180
10:00 PM 0 0 10 25 47 24 5 1 0 0 0 0 0 0 0 0 0 112
11:00 PM 0 0 2 9 13 8 3 1 0 0 0 0 0 0 0 0 0 36
Total 18 57 310 908 1,493 745 131 10 2 2 0 0 0 0 0 0 0 3,676 Percent 0.5% 1.6% 8.4% 24.7% 40.6% 20.3% 3.6% 0.3% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 26.8 mph Mean (Average) Speed 26.5 mph 85th Percentile 31.5 mph 10 mph Pace mph
95th Percentile 34.6 mph Percent in Pace 69.4 %
Thursday, May 13, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
21.9 - 31.9
6 Project Manager: (415) 310-6469
[email protected] 173
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 2 4 11 4 1 1 0 0 0 0 0 0 0 0 0 23
1:00 AM 0 0 0 4 6 5 0 0 0 0 0 0 0 0 0 0 0 15
2:00 AM 0 0 0 2 1 1 0 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 0 0 3 3 1 0 0 0 0 0 0 0 0 0 0 0 7
4:00 AM 0 0 2 2 7 4 0 0 0 0 0 0 0 0 0 0 0 15
5:00 AM 0 1 4 4 8 8 1 0 0 0 0 0 0 0 0 0 0 26
6:00 AM 0 2 11 15 32 19 4 0 0 0 0 0 0 0 0 0 0 83
7:00 AM 2 14 31 68 69 27 5 0 0 0 0 0 0 0 0 0 0 216
8:00 AM 1 4 29 81 99 38 7 1 0 0 0 0 0 0 0 0 0 260
9:00 AM 1 3 24 33 32 37 3 0 0 0 0 0 0 0 0 0 0 133
10:00 AM 1 3 15 30 52 17 5 2 0 0 0 0 0 0 0 0 0 125
11:00 AM 0 3 14 35 66 33 6 0 0 0 0 0 0 0 0 0 0 157
12:00 PM 1 2 28 55 74 36 3 2 0 0 0 0 0 0 0 0 0 201
1:00 PM 3 9 19 50 66 27 5 1 2 1 0 0 0 0 0 0 0 183
2:00 PM 1 4 27 52 97 36 7 0 1 0 0 0 0 0 0 0 0 225
3:00 PM 0 3 31 77 87 44 5 0 0 0 0 0 0 0 0 0 0 247
4:00 PM 1 5 28 58 88 42 12 1 0 0 0 0 0 0 0 0 0 235
5:00 PM 1 6 21 60 113 41 8 0 0 0 0 0 0 0 0 0 0 250
6:00 PM 3 5 39 62 113 33 3 0 0 0 0 0 0 0 0 0 0 258
7:00 PM 0 6 19 63 86 31 4 0 0 0 0 0 0 0 0 0 0 209
8:00 PM 0 4 18 48 73 25 3 1 0 0 0 0 0 0 0 0 0 172
9:00 PM 0 3 16 30 63 9 3 0 0 0 0 0 0 0 0 0 0 124
10:00 PM 0 2 12 17 29 12 5 0 0 0 0 0 0 0 0 0 0 77
11:00 PM 0 0 6 9 11 11 3 0 0 0 0 0 0 0 0 0 0 40
Total 15 79 396 862 1,286 541 93 9 3 1 0 0 0 0 0 0 0 3,285 Percent 0.5% 2.4% 12.1% 26.2% 39.1% 16.5% 2.8% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 26.1 mph Mean (Average) Speed 25.7 mph 85th Percentile 30.8 mph 10 mph Pace mph
95th Percentile 33.8 mph Percent in Pace 67.91 %
Speed Range (mph)
Thursday, May 13, 2021
Daily Percentile Speed Summary Speed Statistics
21.5 - 31.5
7 Project Manager: (415) 310-6469
[email protected] 174
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 4 9 8 2 0 0 0 0 0 0 0 0 0 0 24
1:00 AM 0 0 0 2 5 5 1 0 0 0 0 0 0 0 0 0 0 13
2:00 AM 0 0 0 2 4 2 1 1 0 0 0 0 0 0 0 0 0 10
3:00 AM 0 0 1 1 3 1 1 0 0 0 0 0 0 0 0 0 0 7
4:00 AM 0 0 1 1 5 3 3 0 1 0 0 0 0 0 0 0 0 14
5:00 AM 0 1 1 6 11 13 3 0 0 0 0 0 0 0 0 0 0 35
6:00 AM 0 1 3 14 30 15 3 0 0 0 0 0 0 0 0 0 0 66
7:00 AM 1 5 18 50 65 26 6 1 0 0 0 0 0 0 0 0 0 172
8:00 AM 1 5 25 76 102 48 4 1 0 0 0 0 0 0 0 0 0 262
9:00 AM 1 5 15 43 60 25 3 1 0 0 0 0 0 0 0 0 0 153
10:00 AM 1 3 15 44 64 22 4 0 0 0 0 0 0 0 0 0 0 153
11:00 AM 1 5 17 51 60 27 8 0 1 0 0 0 0 0 0 0 0 170
12:00 PM 1 4 21 64 91 46 8 0 0 0 0 0 0 0 0 0 0 235
1:00 PM 0 3 18 55 87 45 6 1 0 0 0 0 0 0 0 0 0 215
2:00 PM 0 2 16 57 98 51 8 0 1 0 0 0 0 0 0 0 0 233
3:00 PM 2 5 17 84 143 67 9 0 1 0 0 0 0 0 0 0 0 328
4:00 PM 2 7 26 68 125 69 12 1 0 0 0 0 0 0 0 0 0 310
5:00 PM 2 2 22 67 115 66 13 2 0 0 0 0 0 0 0 0 0 289
6:00 PM 3 6 16 56 102 56 12 2 0 0 0 0 0 0 0 0 0 253
7:00 PM 2 6 24 75 94 42 9 1 0 0 0 0 0 0 0 0 0 253
8:00 PM 1 5 18 66 83 31 5 1 0 0 0 0 0 0 0 0 0 210
9:00 PM 1 2 12 46 64 26 8 2 0 0 0 0 0 0 0 0 0 161
10:00 PM 0 0 6 23 43 22 5 1 1 0 0 0 0 0 0 0 0 101
11:00 PM 0 0 4 8 17 11 3 1 0 0 0 0 0 0 0 0 0 44
Total 19 67 297 963 1,480 727 137 16 5 0 0 0 0 0 0 0 0 3,711 Percent 0.5% 1.8% 8.0% 25.9% 39.9% 19.6% 3.7% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 26.7 mph Mean (Average) Speed 26.5 mph 85th Percentile 31.5 mph 10 mph Pace 21.9 - 31.9 mph
95th Percentile 34.7 mph Percent in Pace 69.7 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
8 Project Manager: (415) 310-6469
[email protected] 175
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 06
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 3 5 5 4 0 0 0 0 0 0 0 0 0 0 0 17
1:00 AM 0 1 1 2 6 3 1 0 0 0 0 0 0 0 0 0 0 14
2:00 AM 0 0 0 2 3 1 0 0 0 0 0 0 0 0 0 0 0 6
3:00 AM 0 0 0 3 2 2 0 0 0 0 0 0 0 0 0 0 0 7
4:00 AM 0 1 1 3 4 3 2 0 0 0 0 0 0 0 0 0 0 14
5:00 AM 0 3 3 6 11 6 2 0 0 0 0 0 0 0 0 0 0 31
6:00 AM 0 3 10 16 32 17 4 0 0 0 0 0 0 0 0 0 0 82
7:00 AM 1 9 43 59 74 31 7 0 0 0 0 0 0 0 0 0 0 224
8:00 AM 2 8 37 82 99 35 4 1 0 0 0 0 0 0 0 0 0 268
9:00 AM 0 2 21 46 48 26 2 0 0 0 0 0 0 0 0 0 0 145
10:00 AM 1 6 16 37 54 21 6 1 0 0 0 0 0 0 0 0 0 142
11:00 AM 0 3 16 42 74 28 4 0 0 0 0 0 0 0 0 0 0 167
12:00 PM 1 3 26 59 78 31 5 1 0 0 0 0 0 0 0 0 0 204
1:00 PM 2 7 25 50 63 28 4 0 1 0 0 0 0 0 0 0 0 180
2:00 PM 1 7 29 59 85 30 5 0 0 0 0 0 0 0 0 0 0 216
3:00 PM 0 3 26 70 91 37 9 1 0 0 0 0 0 0 0 0 0 237
4:00 PM 1 4 28 58 95 39 7 1 0 0 0 0 0 0 0 0 0 233
5:00 PM 1 4 18 64 119 41 8 1 0 0 0 0 0 0 0 0 0 256
6:00 PM 2 4 38 76 97 32 6 0 0 0 0 0 0 0 0 0 0 255
7:00 PM 1 5 16 61 74 33 6 1 0 0 0 0 0 0 0 0 0 197
8:00 PM 0 5 26 44 65 19 3 0 0 0 0 0 0 0 0 0 0 162
9:00 PM 0 3 14 28 49 15 6 1 0 0 0 0 0 0 0 0 0 116
10:00 PM 0 1 8 12 26 13 3 0 0 0 0 0 0 0 0 0 0 63
11:00 PM 0 1 4 8 11 7 2 0 0 0 0 0 0 0 0 0 0 33
Total 13 83 409 892 1,265 502 96 8 1 0 0 0 0 0 0 0 0 3,269 Percent 0.4% 2.5% 12.5% 27.3% 38.7% 15.4% 2.9% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 25.9 mph Mean (Average) Speed 25.5 mph 85th Percentile 30.6 mph 10 mph Pace 21.1 - 31.1 mph
95th Percentile 33.8 mph Percent in Pace 67.5 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
9 Project Manager: (415) 310-6469
[email protected] 176
Location: Bay Rd BTWN Dumbarton Ave & University Ave
Date Range: 5/11/2021 - 5/17/2021
Site Code: 06
Time EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 21 18 39 32 11 43 20 23 43 - - - - - - - - - - - - 24 17 42 1:00 AM 9 12 21 21 13 34 9 15 24 - - - - - - - - - - - - 13 13 26 2:00 AM 9 10 19 17 7 24 8 4 12 - - - - - - - - - - - - 11 7 18 3:00 AM 10 8 18 5 7 12 6 7 13 - - - - - - - - - - - - 7 7 14 4:00 AM 13 12 25 13 14 27 17 15 32 - - - - - - - - - - - - 14 14 28 5:00 AM 36 38 74 30 28 58 37 26 63 - - - - - - - - - - - - 34 31 65 6:00 AM 79 88 167 60 75 135 63 83 146 - - - - - - - - - - - - 67 82 149 7:00 AM 167 233 400 176 223 399 172 216 388 - - - - - - - - - - - - 172 224 396 8:00 AM 265 264 529 270 280 550 255 260 515 - - - - - - - - - - - - 263 268 531 9:00 AM 153 116 269 151 189 340 155 133 288 - - - - - - - - - - - - 153 146 299 10:00 AM 155 136 291 168 162 330 135 125 260 - - - - - - - - - - - - 153 141 294 11:00 AM 165 164 329 187 184 371 158 157 315 - - - - - - - - - - - - 170 168 338 12:00 PM 251 202 453 233 211 444 224 201 425 - - - - - - - - - - - - 236 205 441 1:00 PM 211 174 385 229 184 413 205 183 388 - - - - - - - - - - - - 215 180 395 2:00 PM 238 209 447 237 215 452 224 225 449 - - - - - - - - - - - - 233 216 449 3:00 PM 333 253 586 311 211 522 337 247 584 - - - - - - - - - - - - 327 237 564 4:00 PM 304 228 532 306 233 539 324 235 559 - - - - - - - - - - - - 311 232 543 5:00 PM 289 266 555 288 249 537 290 250 540 - - - - - - - - - - - - 289 255 544 6:00 PM 276 269 545 222 237 459 256 258 514 - - - - - - - - - - - - 251 255 506 7:00 PM 255 188 443 246 197 443 259 209 468 - - - - - - - - - - - - 253 198 451 8:00 PM 232 159 391 201 154 355 194 172 366 - - - - - - - - - - - - 209 162 371 9:00 PM 147 93 240 154 132 286 180 124 304 - - - - - - - - - - - - 160 116 277 10:00 PM 89 60 149 103 54 157 112 77 189 - - - - - - - - - - - - 101 64 165 11:00 PM 60 28 88 40 32 72 36 40 76 - - - - - - - - - - - - 45 33 79 Total 3,767 3,228 6,995 3,700 3,302 7,002 3,676 3,285 6,961 - - - - - - - - - - - - 3,714 3,272 6,986 Percent 54% 46% - 53% 47% - 53% 47% - - - - - - - - - - - - - 53% 47% - 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. 265 264 529 270 280 550 255 260 515 - - - - - - - - - - - - 263 268 531 PM Peak 15:00 18:00 15:00 15:00 17:00 16:00 15:00 18:00 15:00 - - - - - - - - - - - - 15:00 17:00 15:00 Vol. 333 269 586 311 249 539 337 258 584 - - - - - - - - - - - - 327 255 564
1. Mid-week average includes data between Tuesday and Thursday. 5/14/2021 5/15/2021 5/16/2021 5/17/2021
Tuesday Wednesday Thursday
5/11/2021 5/12/2021 5/13/2021 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected] 177
Location:
Count Direction:
Date Range:
Site Code:
Total
1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
Northbound 20 4,269 1,234 1 382 7 0 1 0 0 0 0 0 5,914
Percent 0.3% 72.2% 20.9% 0.0% 6.5% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Southbound 41 4,829 1,265 5 268 273 0 0 2 2 0 0 0 6,685 Percent 0.6% 72.2% 18.9% 0.1% 4.0% 4.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 61 9,098 2,499 6 650 280 0 1 2 2 0 0 0 12,599
Percent 0.5% 72.2% 19.8% 0.0% 5.2% 2.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification
Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks
Vehicle Classification Report Summary
FHWA Vehicle Classification
Study Total
E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Northbound / Southbound
5/11/2021 to 5/13/2021
07 1
Project Manager: (415) 310-6469
[email protected] 178
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 19 2 0 0 0 0 0 0 0 0 0 0 21
1:00 AM 0 10 2 0 0 0 0 0 0 0 0 0 0 12
2:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6
4:00 AM 0 2 3 0 0 0 0 0 0 0 0 0 0 5
5:00 AM 0 8 6 0 1 0 0 0 0 0 0 0 0 15
6:00 AM 0 12 14 0 2 1 0 0 0 0 0 0 0 29
7:00 AM 1 37 16 0 6 0 0 0 0 0 0 0 0 60
8:00 AM 0 53 22 0 6 0 0 0 0 0 0 0 0 81
9:00 AM 0 49 12 0 6 0 0 0 0 0 0 0 0 67
10:00 AM 0 47 8 0 5 0 0 0 0 0 0 0 0 60
11:00 AM 0 69 21 1 3 0 0 0 0 0 0 0 0 94
12:00 PM 0 71 21 0 8 1 0 0 0 0 0 0 0 101
1:00 PM 1 73 13 0 9 0 0 0 0 0 0 0 0 96
2:00 PM 0 110 40 0 10 0 0 0 0 0 0 0 0 160
3:00 PM 0 99 30 0 8 0 0 0 0 0 0 0 0 137
4:00 PM 2 111 46 0 13 0 0 0 0 0 0 0 0 172
5:00 PM 1 134 32 0 15 0 0 0 0 0 0 0 0 182
6:00 PM 0 112 25 0 9 0 0 0 0 0 0 0 0 146
7:00 PM 0 111 18 0 9 0 0 0 0 0 0 0 0 138
8:00 PM 0 98 25 0 5 0 0 0 0 0 0 0 0 128
9:00 PM 1 84 15 0 6 0 0 0 0 0 0 0 0 106
10:00 PM 0 62 17 0 1 0 0 0 0 0 0 0 0 80
11:00 PM 0 22 3 0 1 0 0 0 0 0 0 0 0 26
Total 6 1,400 394 1 123 2 0 0 0 0 0 0 0 1,926
Percent 0.3% 72.7% 20.5% 0.1% 6.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
2 Project Manager: (415) 310-6469
[email protected] 179
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 12 0 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 1 3 1 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 6 2 0 0 0 0 0 0 0 0 0 0 8
4:00 AM 0 12 1 0 0 3 0 0 0 0 0 0 0 16
5:00 AM 0 35 10 0 0 3 0 0 0 0 0 0 0 48
6:00 AM 0 79 32 0 3 7 0 0 0 0 0 0 0 121
7:00 AM 1 109 41 0 11 9 0 0 0 0 0 0 0 171
8:00 AM 0 105 32 0 11 7 0 0 0 0 0 0 0 155
9:00 AM 0 87 14 0 3 6 0 0 0 0 0 0 0 110
10:00 AM 2 75 20 0 7 3 0 0 0 0 0 0 0 107
11:00 AM 2 69 20 0 2 4 0 0 0 0 0 0 0 97
12:00 PM 0 81 20 0 2 7 0 0 0 0 0 0 0 110
1:00 PM 0 76 17 0 2 3 0 0 0 0 0 0 0 98
2:00 PM 0 99 28 0 7 8 0 0 0 0 0 0 0 142
3:00 PM 2 102 29 1 5 6 0 0 0 0 0 0 0 145
4:00 PM 0 107 27 0 9 3 0 0 0 0 0 0 0 146
5:00 PM 0 107 15 0 3 12 0 0 0 0 0 0 0 137
6:00 PM 0 102 21 0 12 1 0 0 0 0 0 0 0 136
7:00 PM 0 97 23 0 7 3 0 0 0 0 0 0 0 130
8:00 PM 0 100 22 0 5 6 0 0 0 0 0 0 0 133
9:00 PM 0 72 7 0 0 1 0 0 0 0 0 0 0 80
10:00 PM 1 48 8 0 1 1 0 0 0 0 0 0 0 59
11:00 PM 0 37 2 0 1 0 0 0 0 0 0 0 0 40
Total 9 1,621 393 1 91 93 0 0 0 0 0 0 0 2,208
Percent 0.4% 73.4% 17.8% 0.0% 4.1% 4.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
3 Project Manager: (415) 310-6469
[email protected] 180
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 6 2 0 0 0 0 0 0 0 0 0 0 8
1:00 AM 0 8 1 0 0 0 0 0 0 0 0 0 0 9
2:00 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 7
3:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4
4:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 5 5 0 2 0 0 0 0 0 0 0 0 12
6:00 AM 0 21 16 0 2 0 0 0 0 0 0 0 0 39
7:00 AM 0 35 14 0 10 0 0 0 0 0 0 0 0 59
8:00 AM 0 66 29 0 8 0 0 0 0 0 0 0 0 103
9:00 AM 0 38 24 0 3 0 0 0 0 0 0 0 0 65
10:00 AM 0 62 15 0 5 0 0 0 0 0 0 0 0 82
11:00 AM 0 66 9 0 11 0 0 0 0 0 0 0 0 86
12:00 PM 0 88 29 0 8 0 0 0 0 0 0 0 0 125
1:00 PM 1 86 22 0 1 0 0 0 0 0 0 0 0 110
2:00 PM 0 110 33 0 7 1 0 0 0 0 0 0 0 151
3:00 PM 2 113 39 0 13 0 0 0 0 0 0 0 0 167
4:00 PM 0 125 27 0 11 0 0 0 0 0 0 0 0 163
5:00 PM 1 130 40 0 13 0 0 0 0 0 0 0 0 184
6:00 PM 0 120 28 0 9 0 0 0 0 0 0 0 0 157
7:00 PM 0 104 32 0 9 0 0 0 0 0 0 0 0 145
8:00 PM 1 96 23 0 4 0 0 0 0 0 0 0 0 124
9:00 PM 0 70 16 0 5 0 0 0 0 0 0 0 0 91
10:00 PM 0 58 17 0 1 0 0 0 0 0 0 0 0 76
11:00 PM 0 33 4 0 0 0 0 0 0 0 0 0 0 37
Total 5 1,452 429 0 123 1 0 0 0 0 0 0 0 2,010
Percent 0.2% 72.2% 21.3% 0.0% 6.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
4 Project Manager: (415) 310-6469
[email protected] 181
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 12 4 0 0 0 0 0 0 0 0 0 0 16
1:00 AM 0 8 3 0 1 0 0 0 0 0 0 0 0 12
2:00 AM 0 14 4 0 0 0 0 0 0 0 0 0 0 18
3:00 AM 1 7 1 0 0 0 0 0 0 0 0 0 0 9
4:00 AM 0 14 3 0 0 2 0 0 0 0 0 0 0 19
5:00 AM 0 41 7 0 0 5 0 0 0 0 0 0 0 53
6:00 AM 1 78 33 0 2 4 0 0 0 0 0 0 0 118
7:00 AM 0 116 50 0 9 9 0 0 0 0 0 0 0 184
8:00 AM 1 116 41 0 9 3 0 0 0 0 0 0 0 170
9:00 AM 1 98 21 0 7 5 0 0 0 0 0 0 0 132
10:00 AM 0 74 22 0 2 4 0 0 0 0 0 0 0 102
11:00 AM 1 95 30 0 6 6 0 0 0 0 0 0 0 138
12:00 PM 2 73 27 0 3 6 0 0 0 0 0 0 0 111
1:00 PM 1 96 28 1 6 6 0 0 0 0 0 0 0 138
2:00 PM 1 107 26 0 7 5 0 0 0 0 0 0 0 146
3:00 PM 2 102 16 0 10 5 0 0 0 0 0 0 0 135
4:00 PM 2 118 29 0 4 3 0 0 0 0 0 0 0 156
5:00 PM 0 93 19 0 8 6 0 0 0 0 0 0 0 126
6:00 PM 0 105 28 0 1 7 0 0 0 0 0 0 0 141
7:00 PM 1 86 19 0 3 4 0 0 0 0 0 0 0 113
8:00 PM 1 88 23 0 3 2 0 0 0 0 0 0 0 117
9:00 PM 0 74 17 0 3 0 0 0 0 0 0 0 0 94
10:00 PM 0 46 9 0 0 1 0 0 0 0 0 0 0 56
11:00 PM 0 14 6 0 0 1 0 0 0 0 0 0 0 21
Total 15 1,675 466 1 84 84 0 0 0 0 0 0 0 2,325
Percent 0.6% 72.0% 20.0% 0.0% 3.6% 3.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
5 Project Manager: (415) 310-6469
[email protected] 182
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 17 0 0 1 0 0 0 0 0 0 0 0 18
1:00 AM 0 11 3 0 1 0 0 0 0 0 0 0 0 15
2:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6
3:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 5 3 0 0 0 0 0 0 0 0 0 0 8
5:00 AM 0 4 5 0 2 0 0 0 0 0 0 0 0 11
6:00 AM 0 20 11 0 5 1 0 0 0 0 0 0 0 37
7:00 AM 1 37 18 0 4 0 0 0 0 0 0 0 0 60
8:00 AM 0 66 18 0 9 0 0 0 0 0 0 0 0 93
9:00 AM 0 52 17 0 4 0 0 0 0 0 0 0 0 73
10:00 AM 1 47 18 0 6 0 0 0 0 0 0 0 0 72
11:00 AM 1 61 19 0 5 0 0 0 0 0 0 0 0 86
12:00 PM 1 84 26 0 7 1 0 0 0 0 0 0 0 119
1:00 PM 0 93 18 0 8 0 0 0 0 0 0 0 0 119
2:00 PM 1 95 35 0 14 0 0 0 0 0 0 0 0 145
3:00 PM 1 101 35 0 15 0 0 1 0 0 0 0 0 153
4:00 PM 2 137 40 0 19 1 0 0 0 0 0 0 0 199
5:00 PM 0 114 30 0 13 0 0 0 0 0 0 0 0 157
6:00 PM 0 102 32 0 0 1 0 0 0 0 0 0 0 135
7:00 PM 1 102 23 0 6 0 0 0 0 0 0 0 0 132
8:00 PM 0 103 19 0 7 0 0 0 0 0 0 0 0 129
9:00 PM 0 71 21 0 7 0 0 0 0 0 0 0 0 99
10:00 PM 0 50 10 0 2 0 0 0 0 0 0 0 0 62
11:00 PM 0 37 8 0 1 0 0 0 0 0 0 0 0 46
Total 9 1,417 411 0 136 4 0 1 0 0 0 0 0 1,978
Percent 0.5% 71.6% 20.8% 0.0% 6.9% 0.2% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
6 Project Manager: (415) 310-6469
[email protected] 183
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 9 1 0 1 0 0 0 0 0 0 0 0 11
1:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6
2:00 AM 0 3 3 0 0 0 0 0 0 0 0 0 0 6
3:00 AM 1 4 1 0 2 0 0 0 0 0 0 0 0 8
4:00 AM 0 15 4 0 0 2 0 0 0 0 0 0 0 21
5:00 AM 0 36 10 0 1 1 0 0 0 0 0 0 0 48
6:00 AM 0 76 20 0 9 10 0 0 0 0 0 0 0 115
7:00 AM 0 110 49 0 8 12 0 0 2 0 0 0 0 181
8:00 AM 1 89 36 0 9 8 0 0 0 1 0 0 0 144
9:00 AM 2 74 19 0 4 1 0 0 0 0 0 0 0 100
10:00 AM 1 62 18 1 2 6 0 0 0 0 0 0 0 90
11:00 AM 0 68 17 0 1 3 0 0 0 0 0 0 0 89
12:00 PM 0 88 18 1 2 4 0 0 0 0 0 0 0 113
1:00 PM 2 74 17 0 4 7 0 0 0 0 0 0 0 104
2:00 PM 0 96 29 0 12 3 0 0 0 0 0 0 0 140
3:00 PM 1 108 31 1 5 6 0 0 0 1 0 0 0 153
4:00 PM 0 123 24 0 4 8 0 0 0 0 0 0 0 159
5:00 PM 4 94 26 0 5 4 0 0 0 0 0 0 0 133
6:00 PM 0 77 23 0 8 2 0 0 0 0 0 0 0 110
7:00 PM 1 91 19 0 7 3 0 0 0 0 0 0 0 121
8:00 PM 0 95 20 0 5 8 0 0 0 0 0 0 0 128
9:00 PM 3 62 11 0 1 1 0 0 0 0 0 0 0 78
10:00 PM 1 56 7 0 3 5 0 0 0 0 0 0 0 72
11:00 PM 0 18 2 0 0 2 0 0 0 0 0 0 0 22
Total 17 1,533 406 3 93 96 0 0 2 2 0 0 0 2,152
Percent 0.8% 71.2% 18.9% 0.1% 4.3% 4.5% 0.0% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
7 Project Manager: (415) 310-6469
[email protected] 184
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Total Study Average
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 14 1 0 0 0 0 0 0 0 0 0 0 15
1:00 AM 0 10 2 0 0 0 0 0 0 0 0 0 0 12
2:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
3:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 6 5 0 2 0 0 0 0 0 0 0 0 13
6:00 AM 0 18 14 0 3 1 0 0 0 0 0 0 0 36
7:00 AM 1 36 16 0 7 0 0 0 0 0 0 0 0 60
8:00 AM 0 62 23 0 8 0 0 0 0 0 0 0 0 93
9:00 AM 0 46 18 0 4 0 0 0 0 0 0 0 0 68
10:00 AM 0 52 14 0 5 0 0 0 0 0 0 0 0 71
11:00 AM 0 65 16 0 6 0 0 0 0 0 0 0 0 87
12:00 PM 0 81 25 0 8 1 0 0 0 0 0 0 0 115
1:00 PM 1 84 18 0 6 0 0 0 0 0 0 0 0 109
2:00 PM 0 105 36 0 10 0 0 0 0 0 0 0 0 151
3:00 PM 1 104 35 0 12 0 0 0 0 0 0 0 0 152
4:00 PM 1 124 38 0 14 0 0 0 0 0 0 0 0 177
5:00 PM 1 126 34 0 14 0 0 0 0 0 0 0 0 175
6:00 PM 0 111 28 0 6 0 0 0 0 0 0 0 0 145
7:00 PM 0 106 24 0 8 0 0 0 0 0 0 0 0 138
8:00 PM 0 99 22 0 5 0 0 0 0 0 0 0 0 126
9:00 PM 0 75 17 0 6 0 0 0 0 0 0 0 0 98
10:00 PM 0 57 15 0 1 0 0 0 0 0 0 0 0 73
11:00 PM 0 31 5 0 1 0 0 0 0 0 0 0 0 37
Total 5 1,423 411 0 126 2 0 0 0 0 0 0 0 1,967
Percent 0.3% 72.3% 20.9% 0.0% 6.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
8 Project Manager: (415) 310-6469
[email protected] 185
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Total Study Average
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 11 2 0 0 0 0 0 0 0 0 0 0 13
1:00 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 6 3 0 0 0 0 0 0 0 0 0 0 9
3:00 AM 1 6 1 0 1 0 0 0 0 0 0 0 0 9
4:00 AM 0 14 3 0 0 2 0 0 0 0 0 0 0 19
5:00 AM 0 37 9 0 0 3 0 0 0 0 0 0 0 49
6:00 AM 0 78 28 0 5 7 0 0 0 0 0 0 0 118
7:00 AM 0 112 47 0 9 10 0 0 1 0 0 0 0 179
8:00 AM 1 103 36 0 10 6 0 0 0 0 0 0 0 156
9:00 AM 1 86 18 0 5 4 0 0 0 0 0 0 0 114
10:00 AM 1 70 20 0 4 4 0 0 0 0 0 0 0 99
11:00 AM 1 77 22 0 3 4 0 0 0 0 0 0 0 107
12:00 PM 1 81 22 0 2 6 0 0 0 0 0 0 0 112
1:00 PM 1 82 21 0 4 5 0 0 0 0 0 0 0 113
2:00 PM 0 101 28 0 9 5 0 0 0 0 0 0 0 143
3:00 PM 2 104 25 1 7 6 0 0 0 0 0 0 0 145
4:00 PM 1 116 27 0 6 5 0 0 0 0 0 0 0 155
5:00 PM 1 98 20 0 5 7 0 0 0 0 0 0 0 131
6:00 PM 0 95 24 0 7 3 0 0 0 0 0 0 0 129
7:00 PM 1 91 20 0 6 3 0 0 0 0 0 0 0 121
8:00 PM 0 94 22 0 4 5 0 0 0 0 0 0 0 125
9:00 PM 1 69 12 0 1 1 0 0 0 0 0 0 0 84
10:00 PM 1 50 8 0 1 2 0 0 0 0 0 0 0 62
11:00 PM 0 23 3 0 0 1 0 0 0 0 0 0 0 27
Total 14 1,609 423 1 89 89 0 0 1 0 0 0 0 2,226
Percent 0.6% 72.3% 19.0% 0.0% 4.0% 4.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
9 Project Manager: (415) 310-6469
[email protected] 186
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
3-Day (Tuesday - Thursday) Average
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 14 1 0 0 0 0 0 0 0 0 0 0 15
1:00 AM 0 10 2 0 0 0 0 0 0 0 0 0 0 12
2:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
3:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 6 5 0 2 0 0 0 0 0 0 0 0 13
6:00 AM 0 18 14 0 3 1 0 0 0 0 0 0 0 36
7:00 AM 1 36 16 0 7 0 0 0 0 0 0 0 0 60
8:00 AM 0 62 23 0 8 0 0 0 0 0 0 0 0 93
9:00 AM 0 46 18 0 4 0 0 0 0 0 0 0 0 68
10:00 AM 0 52 14 0 5 0 0 0 0 0 0 0 0 71
11:00 AM 0 65 16 0 6 0 0 0 0 0 0 0 0 87
12:00 PM 0 81 25 0 8 1 0 0 0 0 0 0 0 115
1:00 PM 1 84 18 0 6 0 0 0 0 0 0 0 0 109
2:00 PM 0 105 36 0 10 0 0 0 0 0 0 0 0 151
3:00 PM 1 104 35 0 12 0 0 0 0 0 0 0 0 152
4:00 PM 1 124 38 0 14 0 0 0 0 0 0 0 0 177
5:00 PM 1 126 34 0 14 0 0 0 0 0 0 0 0 175
6:00 PM 0 111 28 0 6 0 0 0 0 0 0 0 0 145
7:00 PM 0 106 24 0 8 0 0 0 0 0 0 0 0 138
8:00 PM 0 99 22 0 5 0 0 0 0 0 0 0 0 126
9:00 PM 0 75 17 0 6 0 0 0 0 0 0 0 0 98
10:00 PM 0 57 15 0 1 0 0 0 0 0 0 0 0 73
11:00 PM 0 31 5 0 1 0 0 0 0 0 0 0 0 37
Total 5 1,423 411 0 126 2 0 0 0 0 0 0 0 1,967
Percent 0.3% 72.3% 20.9% 0.0% 6.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
10 Project Manager: (415) 310-6469
[email protected] 187
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
3-Day (Tuesday - Thursday) Average
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 11 2 0 0 0 0 0 0 0 0 0 0 13
1:00 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 6 3 0 0 0 0 0 0 0 0 0 0 9
3:00 AM 1 6 1 0 1 0 0 0 0 0 0 0 0 9
4:00 AM 0 14 3 0 0 2 0 0 0 0 0 0 0 19
5:00 AM 0 37 9 0 0 3 0 0 0 0 0 0 0 49
6:00 AM 0 78 28 0 5 7 0 0 0 0 0 0 0 118
7:00 AM 0 112 47 0 9 10 0 0 1 0 0 0 0 179
8:00 AM 1 103 36 0 10 6 0 0 0 0 0 0 0 156
9:00 AM 1 86 18 0 5 4 0 0 0 0 0 0 0 114
10:00 AM 1 70 20 0 4 4 0 0 0 0 0 0 0 99
11:00 AM 1 77 22 0 3 4 0 0 0 0 0 0 0 107
12:00 PM 1 81 22 0 2 6 0 0 0 0 0 0 0 112
1:00 PM 1 82 21 0 4 5 0 0 0 0 0 0 0 113
2:00 PM 0 101 28 0 9 5 0 0 0 0 0 0 0 143
3:00 PM 2 104 25 1 7 6 0 0 0 0 0 0 0 145
4:00 PM 1 116 27 0 6 5 0 0 0 0 0 0 0 155
5:00 PM 1 98 20 0 5 7 0 0 0 0 0 0 0 131
6:00 PM 0 95 24 0 7 3 0 0 0 0 0 0 0 129
7:00 PM 1 91 20 0 6 3 0 0 0 0 0 0 0 121
8:00 PM 0 94 22 0 4 5 0 0 0 0 0 0 0 125
9:00 PM 1 69 12 0 1 1 0 0 0 0 0 0 0 84
10:00 PM 1 50 8 0 1 2 0 0 0 0 0 0 0 62
11:00 PM 0 23 3 0 0 1 0 0 0 0 0 0 0 27
Total 14 1,609 423 1 89 89 0 0 1 0 0 0 0 2,226
Percent 0.6% 72.3% 19.0% 0.0% 4.0% 4.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
11 Project Manager: (415) 310-6469
[email protected] 188
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Count Direction: Northbound / Southbound
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume Northbound 7 82 685 533 1,013 1,876 1,252 366 79 12 4 1 3 0 1 0 0 5,914 Percent 0.1% 1.4% 11.6% 9.0% 17.1% 31.7% 21.2% 6.2% 1.3% 0.2% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 100% Southbound 5 128 629 416 1,372 2,247 1,336 426 89 27 7 2 1 0 0 0 0 6,685 Percent 0.1% 1.9% 9.4% 6.2% 20.5% 33.6% 20.0% 6.4% 1.3% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 12 210 1,314 949 2,385 4,123 2,588 792 168 39 11 3 4 0 1 0 0 12,599 Percent 0.1% 1.7% 10.4% 7.5% 18.9% 32.7% 20.5% 6.3% 1.3% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Northbound Northbound
50th Percentile (Median) 31.9 mph Mean (Average) Speed 30.7 mph
37.7 mph 10 mph Pace 28.4 - 38.4 mph
41.3 mph Percent in Pace 55.5 %
Southbound Southbound
50th Percentile (Median) 31.9 mph Mean (Average) Speed 31.0 mph
37.7 mph 10 mph Pace 27.6 - 37.6 mph
41.7 mph Percent in Pace 59.2 %
Vehicle Speed Report Summary
Study Total
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 07 85th Percentile
95th Percentile
85th Percentile
95th Percentile
1 Project Manager: (415) 310-6469
[email protected] 189
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 4 4 5 1 5 1 0 0 0 0 0 0 0 0 0 21
1:00 AM 0 1 2 2 0 2 3 2 0 0 0 0 0 0 0 0 0 12
2:00 AM 0 0 1 0 1 1 1 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 0 0 1 0 4 0 1 0 0 0 0 0 0 0 0 0 6
4:00 AM 0 0 0 1 2 1 1 0 0 0 0 0 0 0 0 0 0 5
5:00 AM 0 0 1 1 2 6 3 2 0 0 0 0 0 0 0 0 0 15
6:00 AM 0 0 2 5 9 4 2 6 0 0 0 1 0 0 0 0 0 29
7:00 AM 0 2 5 4 2 20 16 10 1 0 0 0 0 0 0 0 0 60
8:00 AM 0 4 10 11 9 17 22 6 1 0 1 0 0 0 0 0 0 81
9:00 AM 0 1 7 1 6 21 17 4 8 1 0 0 1 0 0 0 0 67
10:00 AM 0 0 7 6 10 18 14 5 0 0 0 0 0 0 0 0 0 60
11:00 AM 0 2 11 9 17 33 13 7 2 0 0 0 0 0 0 0 0 94
12:00 PM 0 1 10 7 10 46 21 6 0 0 0 0 0 0 0 0 0 101
1:00 PM 0 1 12 10 16 18 33 6 0 0 0 0 0 0 0 0 0 96
2:00 PM 0 1 16 13 31 47 36 12 4 0 0 0 0 0 0 0 0 160
3:00 PM 0 2 14 11 17 45 38 8 0 2 0 0 0 0 0 0 0 137
4:00 PM 0 1 20 11 20 59 47 12 2 0 0 0 0 0 0 0 0 172
5:00 PM 0 1 25 6 42 54 42 10 2 0 0 0 0 0 0 0 0 182
6:00 PM 0 0 18 16 27 45 28 12 0 0 0 0 0 0 0 0 0 146
7:00 PM 1 2 17 13 28 42 24 10 1 0 0 0 0 0 0 0 0 138
8:00 PM 1 4 19 13 31 37 17 5 1 0 0 0 0 0 0 0 0 128
9:00 PM 0 2 11 6 27 38 18 4 0 0 0 0 0 0 0 0 0 106
10:00 PM 0 2 18 4 17 18 20 1 0 0 0 0 0 0 0 0 0 80
11:00 PM 0 0 4 2 8 4 6 2 0 0 0 0 0 0 0 0 0 26
Total 2 28 234 157 337 581 427 132 22 3 1 1 1 0 0 0 0 1,926 Percent 0.1% 1.5% 12.1% 8.2% 17.5% 30.2% 22.2% 6.9% 1.1% 0.2% 0.1% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 32.0 mph Mean (Average) Speed 30.7 mph 85th Percentile 37.9 mph 10 mph Pace mph
95th Percentile 41.7 mph Percent in Pace 54.9 %
Tuesday, May 11, 2021
Speed Range (mph)
28.4 - 38.4
07 Daily Percentile Speed Summary Speed Statistics
2 Project Manager: (415) 310-6469
[email protected] 190
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 5 2 3 2 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 0 0 0 1 1 1 0 1 0 1 0 0 0 0 0 0 0 5
2:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 0 2 4 2 0 0 0 0 0 0 0 0 0 0 0 8
4:00 AM 0 1 3 2 2 3 3 1 1 0 0 0 0 0 0 0 0 16
5:00 AM 0 2 7 3 11 14 6 3 1 1 0 0 0 0 0 0 0 48
6:00 AM 1 3 13 7 13 42 31 8 2 1 0 0 0 0 0 0 0 121
7:00 AM 0 5 19 7 23 42 51 19 4 1 0 0 0 0 0 0 0 171
8:00 AM 0 3 13 4 25 58 35 13 1 3 0 0 0 0 0 0 0 155
9:00 AM 0 0 14 1 21 39 25 9 0 0 1 0 0 0 0 0 0 110
10:00 AM 0 1 10 6 13 39 28 9 1 0 0 0 0 0 0 0 0 107
11:00 AM 0 5 12 3 14 34 19 7 3 0 0 0 0 0 0 0 0 97
12:00 PM 0 2 10 9 11 41 26 7 3 0 1 0 0 0 0 0 0 110
1:00 PM 0 1 11 8 16 34 21 5 2 0 0 0 0 0 0 0 0 98
2:00 PM 1 1 12 4 38 55 22 7 1 1 0 0 0 0 0 0 0 142
3:00 PM 0 2 12 10 20 50 43 4 3 1 0 0 0 0 0 0 0 145
4:00 PM 1 3 7 9 34 48 34 10 0 0 0 0 0 0 0 0 0 146
5:00 PM 0 2 18 10 17 49 27 13 1 0 0 0 0 0 0 0 0 137
6:00 PM 0 1 15 10 19 40 43 7 1 0 0 0 0 0 0 0 0 136
7:00 PM 0 1 7 12 49 37 13 9 2 0 0 0 0 0 0 0 0 130
8:00 PM 0 3 17 8 38 41 22 2 1 0 0 1 0 0 0 0 0 133
9:00 PM 0 0 9 5 17 32 11 4 1 1 0 0 0 0 0 0 0 80
10:00 PM 0 1 6 12 15 13 6 6 0 0 0 0 0 0 0 0 0 59
11:00 PM 0 0 1 1 12 16 7 0 1 1 0 0 1 0 0 0 0 40
Total 3 37 217 139 415 734 475 144 29 11 2 1 1 0 0 0 0 2,208 Percent 0.1% 1.7% 9.8% 6.3% 18.8% 33.2% 21.5% 6.5% 1.3% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 32.2 mph Mean (Average) Speed 31.1 mph 85th Percentile 38.0 mph 10 mph Pace mph
95th Percentile 41.7 mph Percent in Pace 58.24 %
27.2 - 37.2
Tuesday, May 11, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
3 Project Manager: (415) 310-6469
[email protected] 191
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 2 1 2 2 1 0 0 0 0 0 0 0 0 0 0 8
1:00 AM 0 0 1 2 2 3 0 1 0 0 0 0 0 0 0 0 0 9
2:00 AM 0 0 1 2 1 2 1 0 0 0 0 0 0 0 0 0 0 7
3:00 AM 0 0 0 1 2 0 1 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 0 0 1 1 3 1 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 1 1 0 0 1 6 2 1 0 0 0 0 0 0 0 0 0 12
6:00 AM 0 0 4 2 7 12 9 4 0 1 0 0 0 0 0 0 0 39
7:00 AM 0 1 7 6 6 19 10 7 3 0 0 0 0 0 0 0 0 59
8:00 AM 0 1 11 11 19 35 21 5 0 0 0 0 0 0 0 0 0 103
9:00 AM 0 1 5 6 13 15 20 5 0 0 0 0 0 0 0 0 0 65
10:00 AM 0 0 10 5 9 33 16 7 2 0 0 0 0 0 0 0 0 82
11:00 AM 0 0 4 10 13 31 26 1 1 0 0 0 0 0 0 0 0 86
12:00 PM 0 3 12 11 24 42 26 6 1 0 0 0 0 0 0 0 0 125
1:00 PM 0 0 8 18 14 39 24 2 5 0 0 0 0 0 0 0 0 110
2:00 PM 0 3 15 12 21 48 37 13 2 0 0 0 0 0 0 0 0 151
3:00 PM 0 5 17 18 32 57 29 8 0 0 0 0 1 0 0 0 0 167
4:00 PM 0 1 23 18 18 49 39 11 4 0 0 0 0 0 0 0 0 163
5:00 PM 0 1 17 12 37 68 37 9 2 1 0 0 0 0 0 0 0 184
6:00 PM 0 0 21 20 19 57 31 7 2 0 0 0 0 0 0 0 0 157
7:00 PM 0 3 22 12 25 48 22 11 1 1 0 0 0 0 0 0 0 145
8:00 PM 0 6 14 13 37 34 17 3 0 0 0 0 0 0 0 0 0 124
9:00 PM 0 0 11 7 16 31 20 4 1 1 0 0 0 0 0 0 0 91
10:00 PM 0 2 8 13 17 22 10 2 1 1 0 0 0 0 0 0 0 76
11:00 PM 0 0 3 5 10 5 8 4 0 0 1 0 0 0 1 0 0 37
Total 1 28 216 206 346 661 408 111 25 5 1 0 1 0 1 0 0 2,010 Percent 0.0% 1.4% 10.7% 10.2% 17.2% 32.9% 20.3% 5.5% 1.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 31.8 mph Mean (Average) Speed 30.5 mph 85th Percentile 37.2 mph 10 mph Pace mph
95th Percentile 41.0 mph Percent in Pace 56.7 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
27.5 - 37.5
4 Project Manager: (415) 310-6469
[email protected] 192
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 0 5 7 2 0 0 1 0 0 0 0 0 0 0 16
1:00 AM 0 0 1 0 4 3 2 2 0 0 0 0 0 0 0 0 0 12
2:00 AM 0 1 2 2 2 5 0 4 1 1 0 0 0 0 0 0 0 18
3:00 AM 0 2 0 2 3 2 0 0 0 0 0 0 0 0 0 0 0 9
4:00 AM 0 1 3 0 1 6 6 2 0 0 0 0 0 0 0 0 0 19
5:00 AM 0 2 5 3 12 17 11 3 0 0 0 0 0 0 0 0 0 53
6:00 AM 0 1 16 8 23 38 24 5 2 1 0 0 0 0 0 0 0 118
7:00 AM 0 5 24 16 33 57 38 10 1 0 0 0 0 0 0 0 0 184
8:00 AM 0 1 11 5 32 67 40 11 3 0 0 0 0 0 0 0 0 170
9:00 AM 0 0 15 6 21 48 36 6 0 0 0 0 0 0 0 0 0 132
10:00 AM 0 1 7 5 24 28 30 5 1 0 1 0 0 0 0 0 0 102
11:00 AM 1 2 14 7 36 45 25 6 2 0 0 0 0 0 0 0 0 138
12:00 PM 0 2 10 4 22 36 27 7 3 0 0 0 0 0 0 0 0 111
1:00 PM 0 2 14 7 30 39 31 8 6 0 0 1 0 0 0 0 0 138
2:00 PM 0 7 12 3 39 48 28 8 1 0 0 0 0 0 0 0 0 146
3:00 PM 0 2 10 15 24 50 25 7 2 0 0 0 0 0 0 0 0 135
4:00 PM 0 0 10 12 33 61 31 9 0 0 0 0 0 0 0 0 0 156
5:00 PM 0 5 9 10 28 38 23 10 1 2 0 0 0 0 0 0 0 126
6:00 PM 0 3 11 10 30 52 23 10 2 0 0 0 0 0 0 0 0 141
7:00 PM 0 3 10 7 22 45 17 8 1 0 0 0 0 0 0 0 0 113
8:00 PM 0 3 10 16 31 37 17 1 1 0 1 0 0 0 0 0 0 117
9:00 PM 0 1 4 14 22 35 12 5 0 1 0 0 0 0 0 0 0 94
10:00 PM 0 1 4 2 12 21 12 2 2 0 0 0 0 0 0 0 0 56
11:00 PM 0 0 5 2 6 4 2 1 0 1 0 0 0 0 0 0 0 21
Total 1 45 208 156 495 789 462 130 29 7 2 1 0 0 0 0 0 2,325 Percent 0.0% 1.9% 8.9% 6.7% 21.3% 33.9% 19.9% 5.6% 1.2% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 31.5 mph Mean (Average) Speed 30.8 mph 85th Percentile 37.5 mph 10 mph Pace mph
95th Percentile 41.2 mph Percent in Pace 60.65 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
28.0 - 38.0
5 Project Manager: (415) 310-6469
[email protected] 193
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 2 3 8 4 1 0 0 0 0 0 0 0 0 0 18
1:00 AM 0 0 3 0 4 3 4 1 0 0 0 0 0 0 0 0 0 15
2:00 AM 0 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 6
3:00 AM 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 0 3 0 1 2 2 0 0 0 0 0 0 0 0 0 0 8
5:00 AM 0 0 0 1 1 3 2 3 1 0 0 0 0 0 0 0 0 11
6:00 AM 0 2 2 2 7 9 12 2 1 0 0 0 0 0 0 0 0 37
7:00 AM 0 2 8 4 9 18 14 4 1 0 0 0 0 0 0 0 0 60
8:00 AM 1 0 11 7 26 28 14 5 1 0 0 0 0 0 0 0 0 93
9:00 AM 0 2 8 9 13 25 11 5 0 0 0 0 0 0 0 0 0 73
10:00 AM 0 2 7 7 8 23 17 5 2 0 1 0 0 0 0 0 0 72
11:00 AM 0 2 10 6 12 25 17 9 4 1 0 0 0 0 0 0 0 86
12:00 PM 0 0 13 10 10 45 28 10 3 0 0 0 0 0 0 0 0 119
1:00 PM 0 2 6 16 14 45 27 9 0 0 0 0 0 0 0 0 0 119
2:00 PM 0 0 11 13 25 56 27 11 2 0 0 0 0 0 0 0 0 145
3:00 PM 0 1 16 12 23 49 39 8 5 0 0 0 0 0 0 0 0 153
4:00 PM 0 1 23 18 25 65 56 8 2 1 0 0 0 0 0 0 0 199
5:00 PM 2 1 18 9 18 57 38 10 3 1 0 0 0 0 0 0 0 157
6:00 PM 1 0 15 11 23 33 36 12 3 1 0 0 0 0 0 0 0 135
7:00 PM 0 3 15 8 31 37 23 11 2 0 1 0 1 0 0 0 0 132
8:00 PM 0 2 20 15 35 42 14 1 0 0 0 0 0 0 0 0 0 129
9:00 PM 0 1 19 7 23 29 17 2 1 0 0 0 0 0 0 0 0 99
10:00 PM 0 1 14 6 12 16 9 3 1 0 0 0 0 0 0 0 0 62
11:00 PM 0 3 12 4 4 14 6 3 0 0 0 0 0 0 0 0 0 46
Total 4 26 235 170 330 634 417 123 32 4 2 0 1 0 0 0 0 1,978 Percent 0.2% 1.3% 11.9% 8.6% 16.7% 32.1% 21.1% 6.2% 1.6% 0.2% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 31.9 mph Mean (Average) Speed 30.7 mph 85th Percentile 37.8 mph 10 mph Pace mph
95th Percentile 41.3 mph Percent in Pace 55.8 %
Thursday, May 13, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
28.1 - 38.1
6 Project Manager: (415) 310-6469
[email protected] 194
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 3 2 4 0 1 0 0 0 0 0 0 0 0 11
1:00 AM 0 0 1 2 1 0 1 1 0 0 0 0 0 0 0 0 0 6
2:00 AM 0 0 0 2 2 0 0 1 1 0 0 0 0 0 0 0 0 6
3:00 AM 0 1 0 0 2 3 1 1 0 0 0 0 0 0 0 0 0 8
4:00 AM 0 2 3 2 1 8 4 0 1 0 0 0 0 0 0 0 0 21
5:00 AM 0 0 1 3 13 15 7 8 1 0 0 0 0 0 0 0 0 48
6:00 AM 0 3 12 5 29 36 19 10 1 0 0 0 0 0 0 0 0 115
7:00 AM 0 5 29 7 37 62 28 11 1 0 1 0 0 0 0 0 0 181
8:00 AM 0 5 19 5 35 44 27 7 2 0 0 0 0 0 0 0 0 144
9:00 AM 1 0 13 3 13 38 21 10 0 1 0 0 0 0 0 0 0 100
10:00 AM 0 3 9 5 16 30 19 6 2 0 0 0 0 0 0 0 0 90
11:00 AM 0 1 9 5 17 25 20 8 3 1 0 0 0 0 0 0 0 89
12:00 PM 0 3 12 5 19 46 17 10 0 1 0 0 0 0 0 0 0 113
1:00 PM 0 1 13 10 19 31 21 8 1 0 0 0 0 0 0 0 0 104
2:00 PM 0 2 12 10 26 51 31 7 0 1 0 0 0 0 0 0 0 140
3:00 PM 0 3 12 10 34 49 32 11 2 0 0 0 0 0 0 0 0 153
4:00 PM 0 2 11 8 30 61 31 14 1 1 0 0 0 0 0 0 0 159
5:00 PM 0 1 5 8 34 54 14 11 3 3 0 0 0 0 0 0 0 133
6:00 PM 0 0 7 5 28 38 25 5 2 0 0 0 0 0 0 0 0 110
7:00 PM 0 0 12 2 32 42 23 5 4 1 0 0 0 0 0 0 0 121
8:00 PM 0 5 8 10 26 42 26 8 3 0 0 0 0 0 0 0 0 128
9:00 PM 0 6 5 2 20 26 15 2 1 0 1 0 0 0 0 0 0 78
10:00 PM 0 3 9 7 19 16 11 5 1 0 1 0 0 0 0 0 0 72
11:00 PM 0 0 2 4 6 5 2 3 0 0 0 0 0 0 0 0 0 22
Total 1 46 204 121 462 724 399 152 31 9 3 0 0 0 0 0 0 2,152 Percent 0.0% 2.1% 9.5% 5.6% 21.5% 33.6% 18.5% 7.1% 1.4% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 31.8 mph Mean (Average) Speed 31 mph 85th Percentile 37.8 mph 10 mph Pace mph
95th Percentile 41.9 mph Percent in Pace 59.39 %
Speed Range (mph)
Thursday, May 13, 2021
Daily Percentile Speed Summary Speed Statistics
27.6 - 37.6
7 Project Manager: (415) 310-6469
[email protected] 195
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 2 2 3 4 3 1 0 0 0 0 0 0 0 0 0 15
1:00 AM 0 0 2 1 2 3 2 1 0 0 0 0 0 0 0 0 0 11
2:00 AM 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 5
3:00 AM 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 0 1 1 1 2 1 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 0 0 1 1 5 2 2 0 0 0 0 0 0 0 0 0 11
6:00 AM 0 1 3 3 8 8 8 4 0 0 0 0 0 0 0 0 0 35
7:00 AM 0 2 7 5 6 19 13 7 2 0 0 0 0 0 0 0 0 61
8:00 AM 0 2 11 10 18 27 19 5 1 0 0 0 0 0 0 0 0 93
9:00 AM 0 1 7 5 11 20 16 5 3 0 0 0 0 0 0 0 0 68
10:00 AM 0 1 8 6 9 25 16 6 1 0 0 0 0 0 0 0 0 72
11:00 AM 0 1 8 8 14 30 19 6 2 0 0 0 0 0 0 0 0 88
12:00 PM 0 1 12 9 15 44 25 7 1 0 0 0 0 0 0 0 0 114
1:00 PM 0 1 9 15 15 34 28 6 2 0 0 0 0 0 0 0 0 110
2:00 PM 0 1 14 13 26 50 33 12 3 0 0 0 0 0 0 0 0 152
3:00 PM 0 3 16 14 24 50 35 8 2 1 0 0 0 0 0 0 0 153
4:00 PM 0 1 22 16 21 58 47 10 3 0 0 0 0 0 0 0 0 178
5:00 PM 1 1 20 9 32 60 39 10 2 1 0 0 0 0 0 0 0 175
6:00 PM 0 0 18 16 23 45 32 10 2 0 0 0 0 0 0 0 0 146
7:00 PM 0 3 18 11 28 42 23 11 1 0 0 0 0 0 0 0 0 137
8:00 PM 0 4 18 14 34 38 16 3 0 0 0 0 0 0 0 0 0 127
9:00 PM 0 1 14 7 22 33 18 3 1 0 0 0 0 0 0 0 0 99
10:00 PM 0 2 13 8 15 19 13 2 1 0 0 0 0 0 0 0 0 73
11:00 PM 0 1 6 4 7 8 7 3 0 0 0 0 0 0 0 0 0 36
Total 1 27 230 180 337 627 416 122 27 2 0 0 0 0 0 0 0 1,969 Percent 0.1% 1.4% 11.7% 9.1% 17.1% 31.8% 21.1% 6.2% 1.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 31.9 mph Mean (Average) Speed 30.7 mph 85th Percentile 37.7 mph 10 mph Pace 28.4 - 38.4 mph
95th Percentile 41.3 mph Percent in Pace 55.5 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
8 Project Manager: (415) 310-6469
[email protected] 196
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 07
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 2 3 4 3 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 0 0 1 1 2 1 1 1 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 0 1 1 1 2 0 2 1 0 0 0 0 0 0 0 0 8
3:00 AM 0 1 0 1 3 2 0 0 0 0 0 0 0 0 0 0 0 7
4:00 AM 0 1 3 1 1 6 4 1 1 0 0 0 0 0 0 0 0 18
5:00 AM 0 1 4 3 12 15 8 5 1 0 0 0 0 0 0 0 0 49
6:00 AM 0 2 14 7 22 39 25 8 2 1 0 0 0 0 0 0 0 120
7:00 AM 0 5 24 10 31 54 39 13 2 0 0 0 0 0 0 0 0 178
8:00 AM 0 3 14 5 31 56 34 10 2 1 0 0 0 0 0 0 0 156
9:00 AM 0 0 14 3 18 42 27 8 0 0 0 0 0 0 0 0 0 112
10:00 AM 0 2 9 5 18 32 26 7 1 0 0 0 0 0 0 0 0 100
11:00 AM 0 3 12 5 22 35 21 7 3 0 0 0 0 0 0 0 0 108
12:00 PM 0 2 11 6 17 41 23 8 2 0 0 0 0 0 0 0 0 110
1:00 PM 0 1 13 8 22 35 24 7 3 0 0 0 0 0 0 0 0 113
2:00 PM 0 3 12 6 34 51 27 7 1 1 0 0 0 0 0 0 0 142
3:00 PM 0 2 11 12 26 50 33 7 2 0 0 0 0 0 0 0 0 143
4:00 PM 0 2 9 10 32 57 32 11 0 0 0 0 0 0 0 0 0 153
5:00 PM 0 3 11 9 26 47 21 11 2 2 0 0 0 0 0 0 0 132
6:00 PM 0 1 11 8 26 43 30 7 2 0 0 0 0 0 0 0 0 128
7:00 PM 0 1 10 7 34 41 18 7 2 0 0 0 0 0 0 0 0 120
8:00 PM 0 4 12 11 32 40 22 4 2 0 0 0 0 0 0 0 0 127
9:00 PM 0 2 6 7 20 31 13 4 1 1 0 0 0 0 0 0 0 85
10:00 PM 0 2 6 7 15 17 10 4 1 0 0 0 0 0 0 0 0 62
11:00 PM 0 0 3 2 8 8 4 1 0 1 0 0 0 0 0 0 0 27
Total 0 41 211 137 456 749 445 140 31 7 0 0 0 0 0 0 0 2,217 Percent 0.0% 1.8% 9.5% 6.2% 20.6% 33.8% 20.1% 6.3% 1.4% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 31.9 mph Mean (Average) Speed 31.0 mph 85th Percentile 37.7 mph 10 mph Pace 27.6 - 37.6 mph
95th Percentile 41.7 mph Percent in Pace 59.2 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
9 Project Manager: (415) 310-6469
[email protected] 197
Location: E Bayshore Rd BTWN Saratoga Ave & Euclid Ave
Date Range: 5/11/2021 - 5/17/2021
Site Code: 07
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 21 12 33 8 16 24 18 11 29 - - - - - - - - - - - - 16 13 29 1:00 AM 12 5 17 9 12 21 15 6 21 - - - - - - - - - - - - 12 8 20 2:00 AM 4 2 6 7 18 25 6 6 12 - - - - - - - - - - - - 6 9 14 3:00 AM 6 8 14 4 9 13 4 8 12 - - - - - - - - - - - - 5 8 13 4:00 AM 5 16 21 6 19 25 8 21 29 - - - - - - - - - - - - 6 19 25 5:00 AM 15 48 63 12 53 65 11 48 59 - - - - - - - - - - - - 13 50 62 6:00 AM 29 121 150 39 118 157 37 115 152 - - - - - - - - - - - - 35 118 153 7:00 AM 60 171 231 59 184 243 60 181 241 - - - - - - - - - - - - 60 179 238 8:00 AM 81 155 236 103 170 273 93 144 237 - - - - - - - - - - - - 92 156 249 9:00 AM 67 110 177 65 132 197 73 100 173 - - - - - - - - - - - - 68 114 182 10:00 AM 60 107 167 82 102 184 72 90 162 - - - - - - - - - - - - 71 100 171 11:00 AM 94 97 191 86 138 224 86 89 175 - - - - - - - - - - - - 89 108 197 12:00 PM 101 110 211 125 111 236 119 113 232 - - - - - - - - - - - - 115 111 226 1:00 PM 96 98 194 110 138 248 119 104 223 - - - - - - - - - - - - 108 113 222 2:00 PM 160 142 302 151 146 297 145 140 285 - - - - - - - - - - - - 152 143 295 3:00 PM 137 145 282 167 135 302 153 153 306 - - - - - - - - - - - - 152 144 297 4:00 PM 172 146 318 163 156 319 199 159 358 - - - - - - - - - - - - 178 154 332 5:00 PM 182 137 319 184 126 310 157 133 290 - - - - - - - - - - - - 174 132 306 6:00 PM 146 136 282 157 141 298 135 110 245 - - - - - - - - - - - - 146 129 275 7:00 PM 138 130 268 145 113 258 132 121 253 - - - - - - - - - - - - 138 121 260 8:00 PM 128 133 261 124 117 241 129 128 257 - - - - - - - - - - - - 127 126 253 9:00 PM 106 80 186 91 94 185 99 78 177 - - - - - - - - - - - - 99 84 183 10:00 PM 80 59 139 76 56 132 62 72 134 - - - - - - - - - - - - 73 62 135 11:00 PM 26 40 66 37 21 58 46 22 68 - - - - - - - - - - - - 36 28 64 Total 1,926 2,208 4,134 2,010 2,325 4,335 1,978 2,152 4,130 - - - - - - - - - - - - 1,971 2,228 4,200 Percent 47% 53% - 46% 54% - 48% 52% - - - - - - - - - - - - - 47% 53% - AM Peak 11:00 07:00 08:00 08:00 07:00 08:00 08:00 07:00 07:00 - - - - - - - - - - - - 08:00 07:00 08:00 Vol. 94 171 236 103 184 273 93 181 241 - - - - - - - - - - - - 92 179 249 PM Peak 17:00 16:00 17:00 17:00 16:00 16:00 16:00 16:00 16:00 - - - - - - - - - - - - 16:00 16:00 16:00 Vol. 182 146 319 184 156 319 199 159 358 - - - - - - - - - - - - 178 154 332
1. Mid-week average includes data between Tuesday and Thursday. 5/14/2021 5/15/2021 5/16/2021 5/17/2021
Tuesday Wednesday Thursday
5/11/2021 5/12/2021 5/13/2021 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected] 198
Location:
Count Direction:
Date Range:
Site Code:
Total
1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
Northbound 12 818 180 1 47 5 0 0 1 1 0 0 0 1,065
Percent 1.1% 76.8% 16.9% 0.1% 4.4% 0.5% 0.0% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 100% Southbound 9 818 257 0 65 6 0 0 0 0 0 0 0 1,155
Percent 0.8% 70.8% 22.3% 0.0% 5.6% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 21 1,636 437 1 112 11 0 0 1 1 0 0 0 2,220
Percent 0.9% 73.7% 19.7% 0.0% 5.0% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification
Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks
Vehicle Classification Report Summary
FHWA Vehicle Classification
Study Total
W Bayshore Rd BTWN Addison Ave & Manhattan Ave
Northbound / Southbound
5/11/2021 to 5/13/2021
08 1
Project Manager: (415) 310-6469
[email protected] 199
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
5:00 AM 0 4 3 0 1 0 0 0 0 0 0 0 0 8
6:00 AM 0 10 3 0 1 0 0 0 0 0 0 0 0 14
7:00 AM 0 12 7 0 2 0 0 0 0 0 0 0 0 21
8:00 AM 1 24 7 0 1 0 0 0 0 0 0 0 0 33
9:00 AM 0 11 2 0 3 0 0 0 0 0 0 0 0 16
10:00 AM 0 7 3 0 0 0 0 0 0 0 0 0 0 10
11:00 AM 1 13 3 0 1 0 0 0 0 0 0 0 0 18
12:00 PM 0 16 2 0 0 0 0 0 0 0 0 0 0 18
1:00 PM 0 18 4 0 2 0 0 0 0 0 0 0 0 24
2:00 PM 0 22 2 0 2 0 0 0 0 0 0 0 0 26
3:00 PM 0 18 4 0 1 0 0 0 0 0 0 0 0 23
4:00 PM 1 12 3 0 1 0 0 0 0 0 0 0 0 17
5:00 PM 0 18 5 0 2 0 0 0 0 0 0 0 0 25
6:00 PM 0 20 8 0 1 1 0 0 0 0 0 0 0 30
7:00 PM 0 18 1 0 1 0 0 0 0 0 0 0 0 20
8:00 PM 0 10 3 0 0 0 0 0 0 0 0 0 0 13
9:00 PM 0 9 1 0 0 0 0 0 0 0 0 0 0 10
10:00 PM 0 9 0 0 0 0 0 0 0 0 0 0 0 9
11:00 PM 0 4 0 0 0 1 0 0 0 0 0 0 0 5
Total 3 264 61 0 19 2 0 0 0 0 0 0 0 349
Percent 0.9% 75.6% 17.5% 0.0% 5.4% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
2 Project Manager: (415) 310-6469
[email protected] 200
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 4
6:00 AM 0 7 5 0 2 0 0 0 0 0 0 0 0 14
7:00 AM 0 6 6 0 1 1 0 0 0 0 0 0 0 14
8:00 AM 0 19 6 0 3 1 0 0 0 0 0 0 0 29
9:00 AM 0 7 3 0 1 0 0 0 0 0 0 0 0 11
10:00 AM 0 8 3 0 0 0 0 0 0 0 0 0 0 11
11:00 AM 0 8 4 0 1 0 0 0 0 0 0 0 0 13
12:00 PM 0 19 1 0 0 0 0 0 0 0 0 0 0 20
1:00 PM 0 19 3 0 1 0 0 0 0 0 0 0 0 23
2:00 PM 0 18 9 0 3 0 0 0 0 0 0 0 0 30
3:00 PM 0 31 9 0 2 0 0 0 0 0 0 0 0 42
4:00 PM 0 29 9 0 1 0 0 0 0 0 0 0 0 39
5:00 PM 0 25 8 0 2 0 0 0 0 0 0 0 0 35
6:00 PM 0 18 8 0 2 0 0 0 0 0 0 0 0 28
7:00 PM 0 15 5 0 1 0 0 0 0 0 0 0 0 21
8:00 PM 0 12 4 0 2 0 0 0 0 0 0 0 0 18
9:00 PM 0 13 0 0 0 0 0 0 0 0 0 0 0 13
10:00 PM 0 9 1 0 0 0 0 0 0 0 0 0 0 10
11:00 PM 1 7 2 0 0 0 0 0 0 0 0 0 0 10
Total 1 281 87 0 24 2 0 0 0 0 0 0 0 395
Percent 0.3% 71.1% 22.0% 0.0% 6.1% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
3 Project Manager: (415) 310-6469
[email protected] 201
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
6:00 AM 2 6 4 0 1 0 0 0 0 0 0 0 0 13
7:00 AM 0 18 7 0 2 0 0 0 0 0 0 0 0 27
8:00 AM 0 19 4 0 1 0 0 0 1 0 0 0 0 25
9:00 AM 0 18 4 0 0 0 0 0 0 0 0 0 0 22
10:00 AM 0 7 1 0 3 0 0 0 0 0 0 0 0 11
11:00 AM 1 16 2 0 2 0 0 0 0 0 0 0 0 21
12:00 PM 0 19 5 0 2 0 0 0 0 0 0 0 0 26
1:00 PM 0 16 4 0 0 1 0 0 0 0 0 0 0 21
2:00 PM 0 20 2 0 1 1 0 0 0 0 0 0 0 24
3:00 PM 0 14 3 0 0 0 0 0 0 0 0 0 0 17
4:00 PM 0 17 0 0 3 0 0 0 0 0 0 0 0 20
5:00 PM 0 18 5 0 3 0 0 0 0 0 0 0 0 26
6:00 PM 1 18 2 0 0 0 0 0 0 0 0 0 0 21
7:00 PM 0 20 4 0 1 0 0 0 0 0 0 0 0 25
8:00 PM 0 12 1 0 0 0 0 0 0 0 0 0 0 13
9:00 PM 0 9 3 0 0 0 0 0 0 0 0 0 0 12
10:00 PM 0 10 0 0 0 0 0 0 0 0 0 0 0 10
11:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
Total 4 277 53 0 19 2 0 0 1 0 0 0 0 356
Percent 1.1% 77.8% 14.9% 0.0% 5.3% 0.6% 0.0% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
4 Project Manager: (415) 310-6469
[email protected] 202
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 7 1 0 0 0 0 0 0 0 0 0 0 8
1:00 AM 0 3 0 0 1 0 0 0 0 0 0 0 0 4
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
6:00 AM 1 8 4 0 2 0 0 0 0 0 0 0 0 15
7:00 AM 0 8 4 0 0 1 0 0 0 0 0 0 0 13
8:00 AM 0 7 9 0 0 0 0 0 0 0 0 0 0 16
9:00 AM 0 13 1 0 1 0 0 0 0 0 0 0 0 15
10:00 AM 0 13 3 0 2 0 0 0 0 0 0 0 0 18
11:00 AM 0 12 3 0 0 0 0 0 0 0 0 0 0 15
12:00 PM 0 15 4 0 1 0 0 0 0 0 0 0 0 20
1:00 PM 1 16 5 0 1 0 0 0 0 0 0 0 0 23
2:00 PM 0 16 3 0 3 0 0 0 0 0 0 0 0 22
3:00 PM 2 18 7 0 0 0 0 0 0 0 0 0 0 27
4:00 PM 1 16 9 0 1 0 0 0 0 0 0 0 0 27
5:00 PM 0 20 11 0 1 1 0 0 0 0 0 0 0 33
6:00 PM 0 20 4 0 1 0 0 0 0 0 0 0 0 25
7:00 PM 0 11 5 0 1 0 0 0 0 0 0 0 0 17
8:00 PM 0 19 6 0 0 0 0 0 0 0 0 0 0 25
9:00 PM 0 15 1 0 0 0 0 0 0 0 0 0 0 16
10:00 PM 0 10 0 0 0 0 0 0 0 0 0 0 0 10
11:00 PM 0 8 1 0 0 0 0 0 0 0 0 0 0 9
Total 5 260 82 0 15 2 0 0 0 0 0 0 0 364
Percent 1.4% 71.4% 22.5% 0.0% 4.1% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
5 Project Manager: (415) 310-6469
[email protected] 203
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 1 5 1 0 1 0 0 0 0 0 0 0 0 8
6:00 AM 0 8 7 0 0 0 0 0 0 0 0 0 0 15
7:00 AM 0 20 8 0 0 0 0 0 0 0 0 0 0 28
8:00 AM 1 24 7 0 0 0 0 0 0 0 0 0 0 32
9:00 AM 0 20 2 0 1 0 0 0 0 0 0 0 0 23
10:00 AM 1 10 5 0 1 0 0 0 0 0 0 0 0 17
11:00 AM 0 12 4 0 0 0 0 0 0 0 0 0 0 16
12:00 PM 0 17 3 0 0 0 0 0 0 0 0 0 0 20
1:00 PM 0 12 3 0 1 1 0 0 0 1 0 0 0 18
2:00 PM 0 24 5 0 3 0 0 0 0 0 0 0 0 32
3:00 PM 0 13 4 0 1 0 0 0 0 0 0 0 0 18
4:00 PM 0 17 3 1 0 0 0 0 0 0 0 0 0 21
5:00 PM 1 14 9 0 1 0 0 0 0 0 0 0 0 25
6:00 PM 0 18 2 0 0 0 0 0 0 0 0 0 0 20
7:00 PM 0 19 0 0 0 0 0 0 0 0 0 0 0 19
8:00 PM 1 11 3 0 0 0 0 0 0 0 0 0 0 15
9:00 PM 0 16 0 0 0 0 0 0 0 0 0 0 0 16
10:00 PM 0 8 0 0 0 0 0 0 0 0 0 0 0 8
11:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
Total 5 277 66 1 9 1 0 0 0 1 0 0 0 360
Percent 1.4% 76.9% 18.3% 0.3% 2.5% 0.3% 0.0% 0.0% 0.0% 0.3% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
6 Project Manager: (415) 310-6469
[email protected] 204
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
5:00 AM 0 1 1 0 0 1 0 0 0 0 0 0 0 3
6:00 AM 0 8 1 0 2 0 0 0 0 0 0 0 0 11
7:00 AM 0 17 4 0 3 0 0 0 0 0 0 0 0 24
8:00 AM 0 9 11 0 1 0 0 0 0 0 0 0 0 21
9:00 AM 0 10 4 0 0 0 0 0 0 0 0 0 0 14
10:00 AM 0 15 4 0 1 0 0 0 0 0 0 0 0 20
11:00 AM 0 14 4 0 1 0 0 0 0 0 0 0 0 19
12:00 PM 0 13 4 0 3 0 0 0 0 0 0 0 0 20
1:00 PM 0 11 7 0 5 0 0 0 0 0 0 0 0 23
2:00 PM 1 17 12 0 0 0 0 0 0 0 0 0 0 30
3:00 PM 1 29 4 0 2 0 0 0 0 0 0 0 0 36
4:00 PM 0 32 8 0 2 0 0 0 0 0 0 0 0 42
5:00 PM 0 22 8 0 2 0 0 0 0 0 0 0 0 32
6:00 PM 0 22 4 0 1 0 0 0 0 0 0 0 0 27
7:00 PM 1 16 1 0 2 1 0 0 0 0 0 0 0 21
8:00 PM 0 16 7 0 1 0 0 0 0 0 0 0 0 24
9:00 PM 0 15 0 0 0 0 0 0 0 0 0 0 0 15
10:00 PM 0 2 3 0 0 0 0 0 0 0 0 0 0 5
11:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
Total 3 277 88 0 26 2 0 0 0 0 0 0 0 396
Percent 0.8% 69.9% 22.2% 0.0% 6.6% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
7 Project Manager: (415) 310-6469
[email protected] 205
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Total Study Average
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 4 2 0 1 0 0 0 0 0 0 0 0 7
6:00 AM 1 8 5 0 1 0 0 0 0 0 0 0 0 15
7:00 AM 0 17 7 0 1 0 0 0 0 0 0 0 0 25
8:00 AM 1 22 6 0 1 0 0 0 0 0 0 0 0 30
9:00 AM 0 16 3 0 1 0 0 0 0 0 0 0 0 20
10:00 AM 0 8 3 0 1 0 0 0 0 0 0 0 0 12
11:00 AM 1 14 3 0 1 0 0 0 0 0 0 0 0 19
12:00 PM 0 17 3 0 1 0 0 0 0 0 0 0 0 21
1:00 PM 0 15 4 0 1 1 0 0 0 0 0 0 0 21
2:00 PM 0 22 3 0 2 0 0 0 0 0 0 0 0 27
3:00 PM 0 15 4 0 1 0 0 0 0 0 0 0 0 20
4:00 PM 0 15 2 0 1 0 0 0 0 0 0 0 0 18
5:00 PM 0 17 6 0 2 0 0 0 0 0 0 0 0 25
6:00 PM 0 19 4 0 0 0 0 0 0 0 0 0 0 23
7:00 PM 0 19 2 0 1 0 0 0 0 0 0 0 0 22
8:00 PM 0 11 2 0 0 0 0 0 0 0 0 0 0 13
9:00 PM 0 11 1 0 0 0 0 0 0 0 0 0 0 12
10:00 PM 0 9 0 0 0 0 0 0 0 0 0 0 0 9
11:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
Total 3 272 60 0 16 1 0 0 0 0 0 0 0 352
Percent 0.9% 77.3% 17.0% 0.0% 4.5% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
8 Project Manager: (415) 310-6469
[email protected] 206
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Total Study Average
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3
6:00 AM 0 8 3 0 2 0 0 0 0 0 0 0 0 13
7:00 AM 0 10 5 0 1 1 0 0 0 0 0 0 0 17
8:00 AM 0 12 9 0 1 0 0 0 0 0 0 0 0 22
9:00 AM 0 10 3 0 1 0 0 0 0 0 0 0 0 14
10:00 AM 0 12 3 0 1 0 0 0 0 0 0 0 0 16
11:00 AM 0 11 4 0 1 0 0 0 0 0 0 0 0 16
12:00 PM 0 16 3 0 1 0 0 0 0 0 0 0 0 20
1:00 PM 0 15 5 0 2 0 0 0 0 0 0 0 0 22
2:00 PM 0 17 8 0 2 0 0 0 0 0 0 0 0 27
3:00 PM 1 26 7 0 1 0 0 0 0 0 0 0 0 35
4:00 PM 0 26 9 0 1 0 0 0 0 0 0 0 0 36
5:00 PM 0 22 9 0 2 0 0 0 0 0 0 0 0 33
6:00 PM 0 20 5 0 1 0 0 0 0 0 0 0 0 26
7:00 PM 0 14 4 0 1 0 0 0 0 0 0 0 0 19
8:00 PM 0 16 6 0 1 0 0 0 0 0 0 0 0 23
9:00 PM 0 14 0 0 0 0 0 0 0 0 0 0 0 14
10:00 PM 0 7 1 0 0 0 0 0 0 0 0 0 0 8
11:00 PM 0 6 1 0 0 0 0 0 0 0 0 0 0 7
Total 1 273 86 0 20 1 0 0 0 0 0 0 0 381
Percent 0.3% 71.7% 22.6% 0.0% 5.2% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
9 Project Manager: (415) 310-6469
[email protected] 207
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
3-Day (Tuesday - Thursday) Average
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 4 2 0 1 0 0 0 0 0 0 0 0 7
6:00 AM 1 8 5 0 1 0 0 0 0 0 0 0 0 15
7:00 AM 0 17 7 0 1 0 0 0 0 0 0 0 0 25
8:00 AM 1 22 6 0 1 0 0 0 0 0 0 0 0 30
9:00 AM 0 16 3 0 1 0 0 0 0 0 0 0 0 20
10:00 AM 0 8 3 0 1 0 0 0 0 0 0 0 0 12
11:00 AM 1 14 3 0 1 0 0 0 0 0 0 0 0 19
12:00 PM 0 17 3 0 1 0 0 0 0 0 0 0 0 21
1:00 PM 0 15 4 0 1 1 0 0 0 0 0 0 0 21
2:00 PM 0 22 3 0 2 0 0 0 0 0 0 0 0 27
3:00 PM 0 15 4 0 1 0 0 0 0 0 0 0 0 20
4:00 PM 0 15 2 0 1 0 0 0 0 0 0 0 0 18
5:00 PM 0 17 6 0 2 0 0 0 0 0 0 0 0 25
6:00 PM 0 19 4 0 0 0 0 0 0 0 0 0 0 23
7:00 PM 0 19 2 0 1 0 0 0 0 0 0 0 0 22
8:00 PM 0 11 2 0 0 0 0 0 0 0 0 0 0 13
9:00 PM 0 11 1 0 0 0 0 0 0 0 0 0 0 12
10:00 PM 0 9 0 0 0 0 0 0 0 0 0 0 0 9
11:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
Total 3 272 60 0 16 1 0 0 0 0 0 0 0 352
Percent 0.9% 77.3% 17.0% 0.0% 4.5% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
10 Project Manager: (415) 310-6469
[email protected] 208
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
3-Day (Tuesday - Thursday) Average
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3
6:00 AM 0 8 3 0 2 0 0 0 0 0 0 0 0 13
7:00 AM 0 10 5 0 1 1 0 0 0 0 0 0 0 17
8:00 AM 0 12 9 0 1 0 0 0 0 0 0 0 0 22
9:00 AM 0 10 3 0 1 0 0 0 0 0 0 0 0 14
10:00 AM 0 12 3 0 1 0 0 0 0 0 0 0 0 16
11:00 AM 0 11 4 0 1 0 0 0 0 0 0 0 0 16
12:00 PM 0 16 3 0 1 0 0 0 0 0 0 0 0 20
1:00 PM 0 15 5 0 2 0 0 0 0 0 0 0 0 22
2:00 PM 0 17 8 0 2 0 0 0 0 0 0 0 0 27
3:00 PM 1 26 7 0 1 0 0 0 0 0 0 0 0 35
4:00 PM 0 26 9 0 1 0 0 0 0 0 0 0 0 36
5:00 PM 0 22 9 0 2 0 0 0 0 0 0 0 0 33
6:00 PM 0 20 5 0 1 0 0 0 0 0 0 0 0 26
7:00 PM 0 14 4 0 1 0 0 0 0 0 0 0 0 19
8:00 PM 0 16 6 0 1 0 0 0 0 0 0 0 0 23
9:00 PM 0 14 0 0 0 0 0 0 0 0 0 0 0 14
10:00 PM 0 7 1 0 0 0 0 0 0 0 0 0 0 8
11:00 PM 0 6 1 0 0 0 0 0 0 0 0 0 0 7
Total 1 273 86 0 20 1 0 0 0 0 0 0 0 381
Percent 0.3% 71.7% 22.6% 0.0% 5.2% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
11 Project Manager: (415) 310-6469
[email protected] 209
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Count Direction: Northbound / Southbound
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume Northbound 6 13 37 98 209 341 237 87 29 4 2 2 0 0 0 0 0 1,065 Percent 0.6% 1.2% 3.5% 9.2% 19.6% 32.0% 22.3% 8.2% 2.7% 0.4% 0.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Southbound 5 46 94 87 265 356 214 61 19 2 3 0 3 0 0 0 0 1,155 Percent 0.4% 4.0% 8.1% 7.5% 22.9% 30.8% 18.5% 5.3% 1.6% 0.2% 0.3% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 100% Total 11 59 131 185 474 697 451 148 48 6 5 2 3 0 0 0 0 2,220 Percent 0.5% 2.7% 5.9% 8.3% 21.4% 31.4% 20.3% 6.7% 2.2% 0.3% 0.2% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 100% Northbound Northbound
50th Percentile (Median) 32.7 mph Mean (Average) Speed 32.2 mph
38.9 mph 10 mph Pace 28.9 - 38.9 mph
43.5 mph Percent in Pace 56.4 %
Southbound Southbound
50th Percentile (Median) 31.1 mph Mean (Average) Speed 30.4 mph
37.6 mph 10 mph Pace 27.7 - 37.7 mph
41.7 mph Percent in Pace 56.0 %
Vehicle Speed Report Summary
Study Total
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 08 85th Percentile
95th Percentile
85th Percentile
95th Percentile
1 Project Manager: (415) 310-6469
[email protected] 210
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code:
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 4
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 0 1 1 0 1 0 0 0 0 0 0 0 0 0 3
5:00 AM 0 0 1 1 2 2 2 0 0 0 0 0 0 0 0 0 0 8
6:00 AM 0 0 0 1 3 6 3 1 0 0 0 0 0 0 0 0 0 14
7:00 AM 0 0 1 0 4 4 6 5 1 0 0 0 0 0 0 0 0 21
8:00 AM 0 1 1 0 10 12 7 2 0 0 0 0 0 0 0 0 0 33
9:00 AM 0 0 0 3 4 5 2 1 1 0 0 0 0 0 0 0 0 16
10:00 AM 0 0 0 0 3 3 3 1 0 0 0 0 0 0 0 0 0 10
11:00 AM 0 1 1 3 2 9 2 0 0 0 0 0 0 0 0 0 0 18
12:00 PM 0 0 1 0 4 8 2 1 1 1 0 0 0 0 0 0 0 18
1:00 PM 0 0 2 5 4 6 4 1 0 0 1 1 0 0 0 0 0 24
2:00 PM 0 0 1 0 4 10 9 1 0 1 0 0 0 0 0 0 0 26
3:00 PM 0 1 2 1 3 6 7 1 2 0 0 0 0 0 0 0 0 23
4:00 PM 1 1 0 4 1 6 3 1 0 0 0 0 0 0 0 0 0 17
5:00 PM 0 0 1 3 11 5 4 1 0 0 0 0 0 0 0 0 0 25
6:00 PM 0 0 0 4 4 9 8 3 2 0 0 0 0 0 0 0 0 30
7:00 PM 0 0 3 5 2 5 4 0 1 0 0 0 0 0 0 0 0 20
8:00 PM 0 0 1 2 3 4 2 1 0 0 0 0 0 0 0 0 0 13
9:00 PM 0 0 2 1 3 1 1 2 0 0 0 0 0 0 0 0 0 10
10:00 PM 0 0 0 1 4 3 0 1 0 0 0 0 0 0 0 0 0 9
11:00 PM 0 0 1 2 0 1 0 1 0 0 0 0 0 0 0 0 0 5
Total 1 4 18 38 73 106 70 26 9 2 1 1 0 0 0 0 0 349
Percent 0.3% 1.1% 5.2% 10.9% 20.9% 30.4% 20.1% 7.4% 2.6% 0.6% 0.3% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 31.9 mph Mean (Average) Speed 31.7 mph 85th Percentile 38.4 mph 10 mph Pace mph
95th Percentile 44.1 mph Percent in Pace 53.0 %
Tuesday, May 11, 2021
Speed Range (mph)
28.7 - 38.7
08 Daily Percentile Speed Summary Speed Statistics
2 Project Manager: (415) 310-6469
[email protected] 211
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3
1:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 4
6:00 AM 0 1 0 1 4 3 5 0 0 0 0 0 0 0 0 0 0 14
7:00 AM 0 0 2 1 5 4 2 0 0 0 0 0 0 0 0 0 0 14
8:00 AM 0 2 3 4 4 10 5 1 0 0 0 0 0 0 0 0 0 29
9:00 AM 0 1 0 1 3 2 3 1 0 0 0 0 0 0 0 0 0 11
10:00 AM 0 0 0 0 3 4 2 1 1 0 0 0 0 0 0 0 0 11
11:00 AM 0 0 0 2 2 4 3 1 1 0 0 0 0 0 0 0 0 13
12:00 PM 0 0 2 1 4 2 7 3 1 0 0 0 0 0 0 0 0 20
1:00 PM 0 0 1 3 5 8 4 1 1 0 0 0 0 0 0 0 0 23
2:00 PM 0 1 3 4 7 11 2 0 2 0 0 0 0 0 0 0 0 30
3:00 PM 0 1 3 4 11 14 5 2 2 0 0 0 0 0 0 0 0 42
4:00 PM 0 0 4 5 12 11 5 2 0 0 0 0 0 0 0 0 0 39
5:00 PM 1 0 3 3 8 12 5 3 0 0 0 0 0 0 0 0 0 35
6:00 PM 0 0 2 3 7 9 5 2 0 0 0 0 0 0 0 0 0 28
7:00 PM 0 0 0 3 1 13 4 0 0 0 0 0 0 0 0 0 0 21
8:00 PM 0 0 2 2 6 5 2 0 1 0 0 0 0 0 0 0 0 18
9:00 PM 0 4 2 0 3 2 2 0 0 0 0 0 0 0 0 0 0 13
10:00 PM 0 0 0 1 4 2 2 0 1 0 0 0 0 0 0 0 0 10
11:00 PM 0 0 0 2 2 4 1 1 0 0 0 0 0 0 0 0 0 10
Total 1 10 30 40 97 124 64 19 10 0 0 0 0 0 0 0 0 395
Percent 0.3% 2.5% 7.6% 10.1% 24.6% 31.4% 16.2% 4.8% 2.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 30.8 mph Mean (Average) Speed 30.2 mph 85th Percentile 37.5 mph 10 mph Pace mph
95th Percentile 43.2 mph Percent in Pace 56.71 %
25.8 - 35.8
Tuesday, May 11, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
3 Project Manager: (415) 310-6469
[email protected] 212
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2
1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 0 0 0 1 2 0 0 1 0 0 0 0 0 0 0 0 4
5:00 AM 0 0 1 1 0 3 1 0 0 0 0 0 0 0 0 0 0 6
6:00 AM 0 1 1 1 4 3 2 1 0 0 0 0 0 0 0 0 0 13
7:00 AM 1 0 0 0 4 11 6 4 1 0 0 0 0 0 0 0 0 27
8:00 AM 0 0 0 1 6 12 5 1 0 0 0 0 0 0 0 0 0 25
9:00 AM 0 0 0 3 4 9 5 0 1 0 0 0 0 0 0 0 0 22
10:00 AM 0 0 0 0 4 1 3 2 0 1 0 0 0 0 0 0 0 11
11:00 AM 1 0 0 1 2 9 6 1 1 0 0 0 0 0 0 0 0 21
12:00 PM 0 0 2 5 5 8 5 0 1 0 0 0 0 0 0 0 0 26
1:00 PM 1 0 0 1 3 6 7 3 0 0 0 0 0 0 0 0 0 21
2:00 PM 0 0 0 2 3 8 4 4 3 0 0 0 0 0 0 0 0 24
3:00 PM 0 0 1 0 2 4 5 2 2 0 0 1 0 0 0 0 0 17
4:00 PM 0 0 1 1 2 9 5 2 0 0 0 0 0 0 0 0 0 20
5:00 PM 0 0 2 3 5 10 5 1 0 0 0 0 0 0 0 0 0 26
6:00 PM 0 1 2 3 3 8 2 2 0 0 0 0 0 0 0 0 0 21
7:00 PM 0 0 0 3 7 8 6 1 0 0 0 0 0 0 0 0 0 25
8:00 PM 0 0 0 1 3 7 1 1 0 0 0 0 0 0 0 0 0 13
9:00 PM 0 0 0 2 3 6 1 0 0 0 0 0 0 0 0 0 0 12
10:00 PM 0 0 0 4 0 1 2 2 1 0 0 0 0 0 0 0 0 10
11:00 PM 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3
Total 3 2 11 34 62 129 75 27 11 1 0 1 0 0 0 0 0 356
Percent 0.8% 0.6% 3.1% 9.6% 17.4% 36.2% 21.1% 7.6% 3.1% 0.3% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 32.7 mph Mean (Average) Speed 32.3 mph 85th Percentile 38.8 mph 10 mph Pace mph
95th Percentile 43.2 mph Percent in Pace 59.8 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
29.1 - 39.1
4 Project Manager: (415) 310-6469
[email protected] 213
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 1 1 1 4 0 0 0 0 0 0 0 0 0 0 0 8
1:00 AM 0 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 4
2:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
6:00 AM 0 2 1 1 3 3 4 1 0 0 0 0 0 0 0 0 0 15
7:00 AM 0 1 1 2 2 5 2 0 0 0 0 0 0 0 0 0 0 13
8:00 AM 0 0 3 1 2 5 3 1 1 0 0 0 0 0 0 0 0 16
9:00 AM 0 3 0 2 4 3 2 1 0 0 0 0 0 0 0 0 0 15
10:00 AM 0 1 0 1 5 6 3 1 0 0 1 0 0 0 0 0 0 18
11:00 AM 0 1 0 2 4 4 3 1 0 0 0 0 0 0 0 0 0 15
12:00 PM 0 0 1 1 2 8 4 4 0 0 0 0 0 0 0 0 0 20
1:00 PM 0 1 2 3 4 5 7 0 0 0 0 0 1 0 0 0 0 23
2:00 PM 0 0 1 2 6 8 4 1 0 0 0 0 0 0 0 0 0 22
3:00 PM 0 1 3 1 6 11 5 0 0 0 0 0 0 0 0 0 0 27
4:00 PM 1 1 0 1 9 9 6 0 0 0 0 0 0 0 0 0 0 27
5:00 PM 1 1 3 2 9 10 3 2 1 1 0 0 0 0 0 0 0 33
6:00 PM 0 1 3 3 3 10 2 2 0 1 0 0 0 0 0 0 0 25
7:00 PM 0 0 2 2 5 6 1 1 0 0 0 0 0 0 0 0 0 17
8:00 PM 0 0 4 5 6 8 2 0 0 0 0 0 0 0 0 0 0 25
9:00 PM 0 0 1 0 3 7 2 1 0 0 1 0 1 0 0 0 0 16
10:00 PM 0 1 2 0 0 3 3 0 1 0 0 0 0 0 0 0 0 10
11:00 PM 0 0 2 0 2 2 2 0 0 0 1 0 0 0 0 0 0 9
Total 2 15 32 31 78 120 60 16 3 2 3 0 2 0 0 0 0 364
Percent 0.5% 4.1% 8.8% 8.5% 21.4% 33.0% 16.5% 4.4% 0.8% 0.5% 0.8% 0.0% 0.5% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 30.9 mph Mean (Average) Speed 30.2 mph 85th Percentile 36.8 mph 10 mph Pace mph
95th Percentile 41.2 mph Percent in Pace 59.62 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
27.0 - 37.0
5 Project Manager: (415) 310-6469
[email protected] 214
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 1 1 1 2 0 2 1 0 0 0 0 0 0 0 0 0 8
6:00 AM 0 0 0 2 4 1 8 0 0 0 0 0 0 0 0 0 0 15
7:00 AM 0 0 1 2 4 6 9 5 1 0 0 0 0 0 0 0 0 28
8:00 AM 0 1 0 0 9 12 10 0 0 0 0 0 0 0 0 0 0 32
9:00 AM 0 0 0 0 5 8 6 0 2 1 1 0 0 0 0 0 0 23
10:00 AM 0 1 0 3 2 3 4 2 2 0 0 0 0 0 0 0 0 17
11:00 AM 0 1 1 3 1 5 2 3 0 0 0 0 0 0 0 0 0 16
12:00 PM 0 0 0 1 4 5 4 4 2 0 0 0 0 0 0 0 0 20
1:00 PM 0 1 0 0 4 5 5 3 0 0 0 0 0 0 0 0 0 18
2:00 PM 0 0 0 0 6 13 9 4 0 0 0 0 0 0 0 0 0 32
3:00 PM 0 0 0 1 3 6 5 3 0 0 0 0 0 0 0 0 0 18
4:00 PM 0 0 1 2 2 8 5 3 0 0 0 0 0 0 0 0 0 21
5:00 PM 0 1 0 0 6 8 8 2 0 0 0 0 0 0 0 0 0 25
6:00 PM 0 0 1 2 3 5 6 3 0 0 0 0 0 0 0 0 0 20
7:00 PM 0 0 2 4 3 4 3 1 2 0 0 0 0 0 0 0 0 19
8:00 PM 1 0 0 0 6 6 2 0 0 0 0 0 0 0 0 0 0 15
9:00 PM 1 1 1 2 5 4 2 0 0 0 0 0 0 0 0 0 0 16
10:00 PM 0 0 0 2 2 2 2 0 0 0 0 0 0 0 0 0 0 8
11:00 PM 0 0 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 4
Total 2 7 8 26 74 106 92 34 9 1 1 0 0 0 0 0 0 360
Percent 0.6% 1.9% 2.2% 7.2% 20.6% 29.4% 25.6% 9.4% 2.5% 0.3% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 33.0 mph Mean (Average) Speed 32.6 mph 85th Percentile 39.5 mph 10 mph Pace mph
95th Percentile 43.5 mph Percent in Pace 56.9 %
Thursday, May 13, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
28.7 - 38.7
6 Project Manager: (415) 310-6469
[email protected] 215
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 3
5:00 AM 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 3
6:00 AM 0 0 0 0 2 3 5 1 0 0 0 0 0 0 0 0 0 11
7:00 AM 0 1 2 0 2 12 4 3 0 0 0 0 0 0 0 0 0 24
8:00 AM 0 1 2 2 4 6 4 2 0 0 0 0 0 0 0 0 0 21
9:00 AM 0 1 2 1 4 2 2 0 2 0 0 0 0 0 0 0 0 14
10:00 AM 0 3 0 0 6 4 6 1 0 0 0 0 0 0 0 0 0 20
11:00 AM 0 1 1 0 4 8 5 0 0 0 0 0 0 0 0 0 0 19
12:00 PM 0 0 0 1 3 7 7 2 0 0 0 0 0 0 0 0 0 20
1:00 PM 0 0 2 0 4 7 8 2 0 0 0 0 0 0 0 0 0 23
2:00 PM 0 2 1 0 4 10 8 4 1 0 0 0 0 0 0 0 0 30
3:00 PM 1 3 3 1 3 10 12 1 2 0 0 0 0 0 0 0 0 36
4:00 PM 0 3 4 2 11 12 6 4 0 0 0 0 0 0 0 0 0 42
5:00 PM 0 1 3 2 11 4 9 2 0 0 0 0 0 0 0 0 0 32
6:00 PM 0 0 2 2 6 6 8 3 0 0 0 0 0 0 0 0 0 27
7:00 PM 1 1 4 0 6 8 1 0 0 0 0 0 0 0 0 0 0 21
8:00 PM 0 2 2 2 9 4 4 0 0 0 0 0 1 0 0 0 0 24
9:00 PM 0 1 2 2 6 3 0 1 0 0 0 0 0 0 0 0 0 15
10:00 PM 0 1 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5
11:00 PM 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 4
Total 2 21 32 16 90 112 90 26 6 0 0 0 1 0 0 0 0 396
Percent 0.5% 5.3% 8.1% 4.0% 22.7% 28.3% 22.7% 6.6% 1.5% 0.0% 0.0% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 31.5 mph Mean (Average) Speed 30.7 mph 85th Percentile 38.1 mph 10 mph Pace mph
95th Percentile 41.7 mph Percent in Pace 57.07 %
Speed Range (mph)
Thursday, May 13, 2021
Daily Percentile Speed Summary Speed Statistics
27.5 - 37.5
7 Project Manager: (415) 310-6469
[email protected] 216
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3
5:00 AM 0 0 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 7
6:00 AM 0 0 0 1 4 3 4 1 0 0 0 0 0 0 0 0 0 13
7:00 AM 0 0 1 1 4 7 7 5 1 0 0 0 0 0 0 0 0 26
8:00 AM 0 1 0 0 8 12 7 1 0 0 0 0 0 0 0 0 0 29
9:00 AM 0 0 0 2 4 7 4 0 1 0 0 0 0 0 0 0 0 18
10:00 AM 0 0 0 1 3 2 3 2 1 0 0 0 0 0 0 0 0 12
11:00 AM 0 1 1 2 2 8 3 1 0 0 0 0 0 0 0 0 0 18
12:00 PM 0 0 1 2 4 7 4 2 1 0 0 0 0 0 0 0 0 21
1:00 PM 0 0 1 2 4 6 5 2 0 0 0 0 0 0 0 0 0 20
2:00 PM 0 0 0 1 4 10 7 3 1 0 0 0 0 0 0 0 0 26
3:00 PM 0 0 1 1 3 5 6 2 1 0 0 0 0 0 0 0 0 19
4:00 PM 0 0 1 2 2 8 4 2 0 0 0 0 0 0 0 0 0 19
5:00 PM 0 0 1 2 7 8 6 1 0 0 0 0 0 0 0 0 0 25
6:00 PM 0 0 1 3 3 7 5 3 1 0 0 0 0 0 0 0 0 23
7:00 PM 0 0 2 4 4 6 4 1 1 0 0 0 0 0 0 0 0 22
8:00 PM 0 0 0 1 4 6 2 1 0 0 0 0 0 0 0 0 0 14
9:00 PM 0 0 1 2 4 4 1 1 0 0 0 0 0 0 0 0 0 13
10:00 PM 0 0 0 2 2 2 1 1 0 0 0 0 0 0 0 0 0 8
11:00 PM 0 0 0 1 0 2 1 0 0 0 0 0 0 0 0 0 0 4
Total 0 2 12 33 69 114 76 29 8 0 0 0 0 0 0 0 0 343
Percent 0.0% 0.6% 3.5% 9.6% 20.1% 33.2% 22.2% 8.5% 2.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 32.7 mph Mean (Average) Speed 32.2 mph 85th Percentile 38.9 mph 10 mph Pace 28.9 - 38.9 mph
95th Percentile 43.5 mph Percent in Pace 56.4 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
8 Project Manager: (415) 310-6469
[email protected] 217
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 to 5/13/2021
Site Code: 08
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2
6:00 AM 0 1 0 1 3 3 5 1 0 0 0 0 0 0 0 0 0 14
7:00 AM 0 1 2 1 3 7 3 1 0 0 0 0 0 0 0 0 0 18
8:00 AM 0 1 3 2 3 7 4 1 0 0 0 0 0 0 0 0 0 21
9:00 AM 0 2 1 1 4 2 2 1 1 0 0 0 0 0 0 0 0 14
10:00 AM 0 1 0 0 5 5 4 1 0 0 0 0 0 0 0 0 0 16
11:00 AM 0 1 0 1 3 5 4 1 0 0 0 0 0 0 0 0 0 15
12:00 PM 0 0 1 1 3 6 6 3 0 0 0 0 0 0 0 0 0 20
1:00 PM 0 0 2 2 4 7 6 1 0 0 0 0 0 0 0 0 0 22
2:00 PM 0 1 2 2 6 10 5 2 1 0 0 0 0 0 0 0 0 29
3:00 PM 0 2 3 2 7 12 7 1 1 0 0 0 0 0 0 0 0 35
4:00 PM 0 1 3 3 11 11 6 2 0 0 0 0 0 0 0 0 0 37
5:00 PM 1 1 3 2 9 9 6 2 0 0 0 0 0 0 0 0 0 33
6:00 PM 0 0 2 3 5 8 5 2 0 0 0 0 0 0 0 0 0 25
7:00 PM 0 0 2 2 4 9 2 0 0 0 0 0 0 0 0 0 0 19
8:00 PM 0 1 3 3 7 6 3 0 0 0 0 0 0 0 0 0 0 23
9:00 PM 0 2 2 1 4 4 1 1 0 0 0 0 0 0 0 0 0 15
10:00 PM 0 1 1 0 2 2 2 0 1 0 0 0 0 0 0 0 0 9
11:00 PM 0 0 1 1 2 3 1 0 0 0 0 0 0 0 0 0 0 8
Total 1 16 33 28 88 121 72 20 4 0 0 0 0 0 0 0 0 383
Percent 0.3% 4.2% 8.6% 7.3% 23.0% 31.6% 18.8% 5.2% 1.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 31.1 mph Mean (Average) Speed 30.4 mph 85th Percentile 37.6 mph 10 mph Pace 27.7 - 37.7 mph
95th Percentile 41.7 mph Percent in Pace 56.0 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
9 Project Manager: (415) 310-6469
[email protected] 218
Location: W Bayshore Rd BTWN Addison Ave & Manhattan Ave Date Range: 5/11/2021 - 5/17/2021
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 4 3 7 2 8 10 0 1 1 - - - - - - - - - - - - 2 4 6 1:00 AM 0 2 2 1 4 5 0 1 1 - - - - - - - - - - - - 0 2 3 2:00 AM 1 2 3 2 1 3 0 0 0 - - - - - - - - - - - - 1 1 2 3:00 AM 1 1 2 4 2 6 1 0 1 - - - - - - - - - - - - 2 1 3 4:00 AM 3 2 5 4 1 5 4 3 7 - - - - - - - - - - - - 4 2 6 5:00 AM 8 4 12 6 2 8 8 3 11 - - - - - - - - - - - - 7 3 10 6:00 AM 14 14 28 13 15 28 15 11 26 - - - - - - - - - - - - 14 13 27 7:00 AM 21 14 35 27 13 40 28 24 52 - - - - - - - - - - - - 25 17 42 8:00 AM 33 29 62 25 16 41 32 21 53 - - - - - - - - - - - - 30 22 52 9:00 AM 16 11 27 22 15 37 23 14 37 - - - - - - - - - - - - 20 13 34 10:00 AM 10 11 21 11 18 29 17 20 37 - - - - - - - - - - - - 13 16 29 11:00 AM 18 13 31 21 15 36 16 19 35 - - - - - - - - - - - - 18 16 34 12:00 PM 18 20 38 26 20 46 20 20 40 - - - - - - - - - - - - 21 20 41 1:00 PM 24 23 47 21 23 44 18 23 41 - - - - - - - - - - - - 21 23 44 2:00 PM 26 30 56 24 22 46 32 30 62 - - - - - - - - - - - - 27 27 55 3:00 PM 23 42 65 17 27 44 18 36 54 - - - - - - - - - - - - 19 35 54 4:00 PM 17 39 56 20 27 47 21 42 63 - - - - - - - - - - - - 19 36 55 5:00 PM 25 35 60 26 33 59 25 32 57 - - - - - - - - - - - - 25 33 59 6:00 PM 30 28 58 21 25 46 20 27 47 - - - - - - - - - - - - 24 27 50 7:00 PM 20 21 41 25 17 42 19 21 40 - - - - - - - - - - - - 21 20 41 8:00 PM 13 18 31 13 25 38 15 24 39 - - - - - - - - - - - - 14 22 36 9:00 PM 10 13 23 12 16 28 16 15 31 - - - - - - - - - - - - 13 15 27 10:00 PM 9 10 19 10 10 20 8 5 13 - - - - - - - - - - - - 9 8 17 11:00 PM 5 10 15 3 9 12 4 4 8 - - - - - - - - - - - - 4 8 12 Total 349 395 744 356 364 720 360 396 756 - - - - - - - - - - - - 355 385 740 Percent 47% 53% - 49% 51% - 48% 52% - - - - - - - - - - - - - 48% 52% - AM Peak 08:00 08:00 08:00 07:00 10:00 08:00 08:00 07:00 08:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 33 29 62 27 18 41 32 24 53 - - - - - - - - - - - - 30 22 52 PM Peak 18:00 15:00 15:00 12:00 17:00 17:00 14:00 16:00 16:00 - - - - - - - - - - - - 14:00 16:00 17:00 Vol. 30 42 65 26 33 59 32 42 63 - - - - - - - - - - - - 27 36 59
1. Mid-week average includes data between Tuesday and Thursday. 5/14/2021 5/15/2021 5/16/2021 5/17/2021
Tuesday Wednesday Thursday
5/11/2021 5/12/2021 5/13/2021 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected] 219
Location:
Count Direction:
Date Range:
Site Code:
Total
1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
Northbound 34 2,548 609 0 196 19 0 0 1 0 0 0 0 3,407
Percent 1.0% 74.8% 17.9% 0.0% 5.8% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Southbound 20 1,725 370 6 201 16 0 1 0 1 0 0 0 2,340
Percent 0.9% 73.7% 15.8% 0.3% 8.6% 0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 54 4,273 979 6 397 35 0 1 1 1 0 0 0 5,747
Percent 0.9% 74.4% 17.0% 0.1% 6.9% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification
Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks
Vehicle Classification Report Summary
FHWA Vehicle Classification
Study Total
W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Northbound / Southbound
5/11/2021 to 5/13/2021
09 1
Project Manager: (415) 310-6469
[email protected] 220
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 6 1 0 1 0 0 0 0 0 0 0 0 8
1:00 AM 0 8 2 0 0 1 0 0 0 0 0 0 0 11
2:00 AM 0 5 2 0 1 0 0 0 0 0 0 0 0 8
3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1
4:00 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 7
5:00 AM 0 5 3 0 2 0 0 0 0 0 0 0 0 10
6:00 AM 1 27 9 0 3 0 0 0 0 0 0 0 0 40
7:00 AM 0 41 17 0 6 1 0 0 0 0 0 0 0 65
8:00 AM 0 39 11 0 5 0 0 0 0 0 0 0 0 55
9:00 AM 0 28 11 0 1 0 0 0 0 0 0 0 0 40
10:00 AM 2 33 9 0 1 0 0 0 0 0 0 0 0 45
11:00 AM 4 31 10 0 1 0 0 0 0 0 0 0 0 46
12:00 PM 0 38 17 0 3 0 0 0 0 0 0 0 0 58
1:00 PM 2 42 14 0 2 1 0 0 0 0 0 0 0 61
2:00 PM 0 60 11 0 6 0 0 0 0 0 0 0 0 77
3:00 PM 0 74 18 0 4 0 0 0 0 0 0 0 0 96
4:00 PM 2 63 14 0 10 0 0 0 0 0 0 0 0 89
5:00 PM 1 74 14 0 3 0 0 0 0 0 0 0 0 92
6:00 PM 1 53 16 0 4 0 0 0 0 0 0 0 0 74
7:00 PM 3 55 10 0 3 0 0 0 0 0 0 0 0 71
8:00 PM 0 48 8 0 1 1 0 0 0 0 0 0 0 58
9:00 PM 1 36 13 0 5 0 0 0 0 0 0 0 0 55
10:00 PM 0 41 4 0 0 1 0 0 0 0 0 0 0 46
11:00 PM 0 14 2 0 0 0 0 0 0 0 0 0 0 16
Total 17 826 218 0 63 5 0 0 0 0 0 0 0 1,129
Percent 1.5% 73.2% 19.3% 0.0% 5.6% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
2 Project Manager: (415) 310-6469
[email protected] 221
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 6 0 0 0 0 0 0 0 0 0 0 0 6
1:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 12 4 0 1 0 0 0 0 0 0 0 0 17
6:00 AM 0 27 14 0 7 0 0 0 0 0 0 0 0 48
7:00 AM 0 47 12 0 10 0 0 0 0 0 0 0 0 69
8:00 AM 0 39 11 1 6 0 0 0 0 0 0 0 0 57
9:00 AM 2 30 6 0 6 3 0 0 0 0 0 0 0 47
10:00 AM 0 23 5 0 4 0 0 0 0 0 0 0 0 32
11:00 AM 0 23 10 0 5 1 0 0 0 0 0 0 0 39
12:00 PM 0 43 3 0 4 0 0 0 0 0 0 0 0 50
1:00 PM 1 24 8 1 2 1 0 0 0 0 0 0 0 37
2:00 PM 0 27 6 0 4 1 0 0 0 0 0 0 0 38
3:00 PM 0 38 5 0 3 0 0 0 0 0 0 0 0 46
4:00 PM 1 40 8 0 4 0 0 0 0 0 0 0 0 53
5:00 PM 0 32 6 0 4 0 0 0 0 0 0 0 0 42
6:00 PM 2 44 8 0 2 0 0 0 0 0 0 0 0 56
7:00 PM 0 34 4 1 4 0 0 0 0 0 0 0 0 43
8:00 PM 0 34 4 0 1 0 0 0 0 0 0 0 0 39
9:00 PM 0 18 8 0 4 0 0 0 0 0 0 0 0 30
10:00 PM 0 25 2 0 1 0 0 0 0 0 0 0 0 28
11:00 PM 1 9 3 0 0 0 0 0 0 0 0 0 0 13
Total 7 586 128 3 72 6 0 0 0 0 0 0 0 802
Percent 0.9% 73.1% 16.0% 0.4% 9.0% 0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
3 Project Manager: (415) 310-6469
[email protected] 222
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 7 3 0 1 0 0 0 0 0 0 0 0 11
1:00 AM 0 3 0 0 1 0 0 0 0 0 0 0 0 4
2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 5
5:00 AM 0 7 2 0 0 0 0 0 0 0 0 0 0 9
6:00 AM 0 25 5 0 2 0 0 0 0 0 0 0 0 32
7:00 AM 1 33 9 0 8 0 0 0 0 0 0 0 0 51
8:00 AM 1 32 7 0 2 1 0 0 0 0 0 0 0 43
9:00 AM 0 32 10 0 4 0 0 0 0 0 0 0 0 46
10:00 AM 0 35 8 0 2 0 0 0 0 0 0 0 0 45
11:00 AM 0 27 7 0 4 1 0 0 0 0 0 0 0 39
12:00 PM 2 51 10 0 5 1 0 0 0 0 0 0 0 69
1:00 PM 0 35 17 0 3 0 0 0 0 0 0 0 0 55
2:00 PM 0 71 9 0 2 0 0 0 0 0 0 0 0 82
3:00 PM 1 71 18 0 8 0 0 0 0 0 0 0 0 98
4:00 PM 0 76 23 0 8 1 0 0 0 0 0 0 0 108
5:00 PM 0 72 11 0 5 1 0 0 0 0 0 0 0 89
6:00 PM 1 65 7 0 2 0 0 0 0 0 0 0 0 75
7:00 PM 1 42 12 0 2 0 0 0 0 0 0 0 0 57
8:00 PM 0 59 15 0 2 0 0 0 0 0 0 0 0 76
9:00 PM 0 36 4 0 4 1 0 0 0 0 0 0 0 45
10:00 PM 0 32 4 0 1 0 0 0 0 0 0 0 0 37
11:00 PM 0 16 3 0 0 1 0 0 0 0 0 0 0 20
Total 7 836 184 0 66 7 0 0 0 0 0 0 0 1,100
Percent 0.6% 76.0% 16.7% 0.0% 6.0% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
4 Project Manager: (415) 310-6469
[email protected] 223
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 1 6 0 0 0 0 0 0 0 0 0 0 0 7
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 1 3 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5
5:00 AM 0 10 2 0 2 0 0 0 0 0 0 0 0 14
6:00 AM 0 30 6 0 7 0 0 0 0 0 0 0 0 43
7:00 AM 2 42 18 0 7 1 0 0 0 1 0 0 0 71
8:00 AM 0 39 15 0 3 1 0 0 0 0 0 0 0 58
9:00 AM 0 19 5 0 2 0 0 0 0 0 0 0 0 26
10:00 AM 0 30 8 1 3 2 0 1 0 0 0 0 0 45
11:00 AM 0 24 2 0 4 0 0 0 0 0 0 0 0 30
12:00 PM 0 27 10 0 5 1 0 0 0 0 0 0 0 43
1:00 PM 0 26 9 0 3 0 0 0 0 0 0 0 0 38
2:00 PM 0 32 7 0 3 0 0 0 0 0 0 0 0 42
3:00 PM 1 30 4 0 3 0 0 0 0 0 0 0 0 38
4:00 PM 2 43 8 1 3 0 0 0 0 0 0 0 0 57
5:00 PM 0 38 4 0 5 0 0 0 0 0 0 0 0 47
6:00 PM 0 35 4 0 3 0 0 0 0 0 0 0 0 42
7:00 PM 1 34 8 0 5 0 0 0 0 0 0 0 0 48
8:00 PM 0 29 5 0 1 1 0 0 0 0 0 0 0 36
9:00 PM 0 19 4 0 2 0 0 0 0 0 0 0 0 25
10:00 PM 0 15 0 0 0 0 0 0 0 0 0 0 0 15
11:00 PM 0 6 0 0 0 0 0 0 0 0 0 0 0 6
Total 8 543 120 2 61 6 0 1 0 1 0 0 0 742
Percent 1.1% 73.2% 16.2% 0.3% 8.2% 0.8% 0.0% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
5 Project Manager: (415) 310-6469
[email protected] 224
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 9 1 0 0 0 0 0 0 0 0 0 0 10
1:00 AM 0 9 1 0 1 0 0 0 0 0 0 0 0 11
2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 2 5 0 1 0 0 0 0 0 0 0 0 8
5:00 AM 1 4 1 0 1 0 0 0 0 0 0 0 0 7
6:00 AM 1 23 5 0 1 0 0 0 0 0 0 0 0 30
7:00 AM 2 38 9 0 11 2 0 0 0 0 0 0 0 62
8:00 AM 0 49 19 0 7 1 0 0 0 0 0 0 0 76
9:00 AM 1 30 10 0 2 0 0 0 0 0 0 0 0 43
10:00 AM 1 37 20 0 3 0 0 0 0 0 0 0 0 61
11:00 AM 0 31 14 0 4 1 0 0 0 0 0 0 0 50
12:00 PM 2 59 8 0 5 1 0 0 0 0 0 0 0 75
1:00 PM 1 47 13 0 2 0 0 0 0 0 0 0 0 63
2:00 PM 0 53 14 0 2 1 0 0 0 0 0 0 0 70
3:00 PM 0 66 14 0 6 0 0 0 0 0 0 0 0 86
4:00 PM 1 84 11 0 6 0 0 0 0 0 0 0 0 102
5:00 PM 0 75 16 0 4 0 0 0 0 0 0 0 0 95
6:00 PM 0 58 16 0 2 0 0 0 0 0 0 0 0 76
7:00 PM 0 52 16 0 5 0 0 0 0 0 0 0 0 73
8:00 PM 0 59 4 0 3 0 0 0 1 0 0 0 0 67
9:00 PM 0 42 4 0 0 0 0 0 0 0 0 0 0 46
10:00 PM 0 32 4 0 1 0 0 0 0 0 0 0 0 37
11:00 PM 0 21 2 0 0 1 0 0 0 0 0 0 0 24
Total 10 886 207 0 67 7 0 0 1 0 0 0 0 1,178
Percent 0.8% 75.2% 17.6% 0.0% 5.7% 0.6% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
6 Project Manager: (415) 310-6469
[email protected] 225
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
1:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
2:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 5
3:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 6 1 0 0 0 0 0 0 0 0 0 0 7
5:00 AM 0 9 6 0 1 0 0 0 0 0 0 0 0 16
6:00 AM 1 33 7 0 5 0 0 0 0 0 0 0 0 46
7:00 AM 0 51 13 0 8 1 0 0 0 0 0 0 0 73
8:00 AM 1 34 7 0 10 1 0 0 0 0 0 0 0 53
9:00 AM 0 27 5 0 4 0 0 0 0 0 0 0 0 36
10:00 AM 0 31 12 0 1 0 0 0 0 0 0 0 0 44
11:00 AM 0 33 8 0 6 0 0 0 0 0 0 0 0 47
12:00 PM 0 39 11 0 5 1 0 0 0 0 0 0 0 56
1:00 PM 0 30 7 0 7 0 0 0 0 0 0 0 0 44
2:00 PM 1 40 12 0 4 0 0 0 0 0 0 0 0 57
3:00 PM 0 30 4 0 2 0 0 0 0 0 0 0 0 36
4:00 PM 0 51 7 0 3 0 0 0 0 0 0 0 0 61
5:00 PM 0 27 8 0 2 0 0 0 0 0 0 0 0 37
6:00 PM 1 39 2 0 5 0 0 0 0 0 0 0 0 47
7:00 PM 0 30 4 0 4 1 0 0 0 0 0 0 0 39
8:00 PM 0 32 5 0 0 0 0 0 0 0 0 0 0 37
9:00 PM 1 22 0 1 1 0 0 0 0 0 0 0 0 25
10:00 PM 0 12 1 0 0 0 0 0 0 0 0 0 0 13
11:00 PM 0 7 0 0 0 0 0 0 0 0 0 0 0 7
Total 5 596 122 1 68 4 0 0 0 0 0 0 0 796
Percent 0.6% 74.9% 15.3% 0.1% 8.5% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
7 Project Manager: (415) 310-6469
[email protected] 226
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Total Study Average
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 7 2 0 1 0 0 0 0 0 0 0 0 10
1:00 AM 0 7 1 0 1 0 0 0 0 0 0 0 0 9
2:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 5 2 0 1 0 0 0 0 0 0 0 0 8
6:00 AM 1 25 6 0 2 0 0 0 0 0 0 0 0 34
7:00 AM 1 37 12 0 8 1 0 0 0 0 0 0 0 59
8:00 AM 0 40 12 0 5 1 0 0 0 0 0 0 0 58
9:00 AM 0 30 10 0 2 0 0 0 0 0 0 0 0 42
10:00 AM 1 35 12 0 2 0 0 0 0 0 0 0 0 50
11:00 AM 1 30 10 0 3 1 0 0 0 0 0 0 0 45
12:00 PM 1 49 12 0 4 1 0 0 0 0 0 0 0 67
1:00 PM 1 41 15 0 2 0 0 0 0 0 0 0 0 59
2:00 PM 0 61 11 0 3 0 0 0 0 0 0 0 0 75
3:00 PM 0 70 17 0 6 0 0 0 0 0 0 0 0 93
4:00 PM 1 74 16 0 8 0 0 0 0 0 0 0 0 99
5:00 PM 0 74 14 0 4 0 0 0 0 0 0 0 0 92
6:00 PM 1 59 13 0 3 0 0 0 0 0 0 0 0 76
7:00 PM 1 50 13 0 3 0 0 0 0 0 0 0 0 67
8:00 PM 0 55 9 0 2 0 0 0 0 0 0 0 0 66
9:00 PM 0 38 7 0 3 0 0 0 0 0 0 0 0 48
10:00 PM 0 35 4 0 1 0 0 0 0 0 0 0 0 40
11:00 PM 0 17 2 0 0 1 0 0 0 0 0 0 0 20
Total 9 848 203 0 64 5 0 0 0 0 0 0 0 1,129
Percent 0.8% 75.1% 18.0% 0.0% 5.7% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
8 Project Manager: (415) 310-6469
[email protected] 227
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Total Study Average
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 5
1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 10 4 0 1 0 0 0 0 0 0 0 0 15
6:00 AM 0 30 9 0 6 0 0 0 0 0 0 0 0 45
7:00 AM 1 47 14 0 8 1 0 0 0 0 0 0 0 71
8:00 AM 0 37 11 0 6 1 0 0 0 0 0 0 0 55
9:00 AM 1 25 5 0 4 1 0 0 0 0 0 0 0 36
10:00 AM 0 28 8 0 3 1 0 0 0 0 0 0 0 40
11:00 AM 0 27 7 0 5 0 0 0 0 0 0 0 0 39
12:00 PM 0 36 8 0 5 1 0 0 0 0 0 0 0 50
1:00 PM 0 27 8 0 4 0 0 0 0 0 0 0 0 39
2:00 PM 0 33 8 0 4 0 0 0 0 0 0 0 0 45
3:00 PM 0 33 4 0 3 0 0 0 0 0 0 0 0 40
4:00 PM 1 45 8 0 3 0 0 0 0 0 0 0 0 57
5:00 PM 0 32 6 0 4 0 0 0 0 0 0 0 0 42
6:00 PM 1 39 5 0 3 0 0 0 0 0 0 0 0 48
7:00 PM 0 33 5 0 4 0 0 0 0 0 0 0 0 42
8:00 PM 0 32 5 0 1 0 0 0 0 0 0 0 0 38
9:00 PM 0 20 4 0 2 0 0 0 0 0 0 0 0 26
10:00 PM 0 17 1 0 0 0 0 0 0 0 0 0 0 18
11:00 PM 0 7 1 0 0 0 0 0 0 0 0 0 0 8
Total 4 574 122 0 66 5 0 0 0 0 0 0 0 771
Percent 0.5% 74.4% 15.8% 0.0% 8.6% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
9 Project Manager: (415) 310-6469
[email protected] 228
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
3-Day (Tuesday - Thursday) Average
Northbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 7 2 0 1 0 0 0 0 0 0 0 0 10
1:00 AM 0 7 1 0 1 0 0 0 0 0 0 0 0 9
2:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 5 2 0 1 0 0 0 0 0 0 0 0 8
6:00 AM 1 25 6 0 2 0 0 0 0 0 0 0 0 34
7:00 AM 1 37 12 0 8 1 0 0 0 0 0 0 0 59
8:00 AM 0 40 12 0 5 1 0 0 0 0 0 0 0 58
9:00 AM 0 30 10 0 2 0 0 0 0 0 0 0 0 42
10:00 AM 1 35 12 0 2 0 0 0 0 0 0 0 0 50
11:00 AM 1 30 10 0 3 1 0 0 0 0 0 0 0 45
12:00 PM 1 49 12 0 4 1 0 0 0 0 0 0 0 67
1:00 PM 1 41 15 0 2 0 0 0 0 0 0 0 0 59
2:00 PM 0 61 11 0 3 0 0 0 0 0 0 0 0 75
3:00 PM 0 70 17 0 6 0 0 0 0 0 0 0 0 93
4:00 PM 1 74 16 0 8 0 0 0 0 0 0 0 0 99
5:00 PM 0 74 14 0 4 0 0 0 0 0 0 0 0 92
6:00 PM 1 59 13 0 3 0 0 0 0 0 0 0 0 76
7:00 PM 1 50 13 0 3 0 0 0 0 0 0 0 0 67
8:00 PM 0 55 9 0 2 0 0 0 0 0 0 0 0 66
9:00 PM 0 38 7 0 3 0 0 0 0 0 0 0 0 48
10:00 PM 0 35 4 0 1 0 0 0 0 0 0 0 0 40
11:00 PM 0 17 2 0 0 1 0 0 0 0 0 0 0 20
Total 9 848 203 0 64 5 0 0 0 0 0 0 0 1,129
Percent 0.8% 75.1% 18.0% 0.0% 5.7% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
10 Project Manager: (415) 310-6469
[email protected] 229
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
3-Day (Tuesday - Thursday) Average
Southbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 5
1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 10 4 0 1 0 0 0 0 0 0 0 0 15
6:00 AM 0 30 9 0 6 0 0 0 0 0 0 0 0 45
7:00 AM 1 47 14 0 8 1 0 0 0 0 0 0 0 71
8:00 AM 0 37 11 0 6 1 0 0 0 0 0 0 0 55
9:00 AM 1 25 5 0 4 1 0 0 0 0 0 0 0 36
10:00 AM 0 28 8 0 3 1 0 0 0 0 0 0 0 40
11:00 AM 0 27 7 0 5 0 0 0 0 0 0 0 0 39
12:00 PM 0 36 8 0 5 1 0 0 0 0 0 0 0 50
1:00 PM 0 27 8 0 4 0 0 0 0 0 0 0 0 39
2:00 PM 0 33 8 0 4 0 0 0 0 0 0 0 0 45
3:00 PM 0 33 4 0 3 0 0 0 0 0 0 0 0 40
4:00 PM 1 45 8 0 3 0 0 0 0 0 0 0 0 57
5:00 PM 0 32 6 0 4 0 0 0 0 0 0 0 0 42
6:00 PM 1 39 5 0 3 0 0 0 0 0 0 0 0 48
7:00 PM 0 33 5 0 4 0 0 0 0 0 0 0 0 42
8:00 PM 0 32 5 0 1 0 0 0 0 0 0 0 0 38
9:00 PM 0 20 4 0 2 0 0 0 0 0 0 0 0 26
10:00 PM 0 17 1 0 0 0 0 0 0 0 0 0 0 18
11:00 PM 0 7 1 0 0 0 0 0 0 0 0 0 0 8
Total 4 574 122 0 66 5 0 0 0 0 0 0 0 771
Percent 0.5% 74.4% 15.8% 0.0% 8.6% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
11 Project Manager: (415) 310-6469
[email protected] 230
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Count Direction: Northbound / Southbound
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume Northbound 28 47 90 180 532 918 869 492 170 53 18 6 2 1 0 1 0 3,407 Percent 0.8% 1.4% 2.6% 5.3% 15.6% 26.9% 25.5% 14.4% 5.0% 1.6% 0.5% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 100% Southbound 49 52 123 341 587 682 337 133 22 8 3 2 0 1 0 0 0 2,340 Percent 2.1% 2.2% 5.3% 14.6% 25.1% 29.1% 14.4% 5.7% 0.9% 0.3% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 77 99 213 521 1,119 1,600 1,206 625 192 61 21 8 2 2 0 1 0 5,747 Percent 1.3% 1.7% 3.7% 9.1% 19.5% 27.8% 21.0% 10.9% 3.3% 1.1% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Northbound Northbound
50th Percentile (Median) 34.6 mph Mean (Average) Speed 34.3 mph
41.8 mph 10 mph Pace 29.0 - 39.0 mph
46.6 mph Percent in Pace 52.8 %
Southbound Southbound
50th Percentile (Median) 30.1 mph Mean (Average) Speed 29.6 mph
36.7 mph 10 mph Pace 25.2 - 35.2 mph
41.6 mph Percent in Pace 54.2 %
Vehicle Speed Report Summary
Study Total
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 09 85th Percentile
95th Percentile
85th Percentile
95th Percentile
1 Project Manager: (415) 310-6469
[email protected] 231
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 1 1 1 4 0 1 0 0 0 0 0 0 0 8
1:00 AM 0 0 1 0 3 1 1 3 0 1 1 0 0 0 0 0 0 11
2:00 AM 0 1 1 0 2 0 2 2 0 0 0 0 0 0 0 0 0 8
3:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 1 1 2 3 0 0 0 0 0 0 0 0 0 0 7
5:00 AM 0 0 0 0 3 1 2 2 1 1 0 0 0 0 0 0 0 10
6:00 AM 1 1 1 2 6 11 8 4 1 3 0 1 0 1 0 0 0 40
7:00 AM 0 1 3 9 10 16 14 8 3 1 0 0 0 0 0 0 0 65
8:00 AM 0 0 2 5 12 18 10 5 1 1 1 0 0 0 0 0 0 55
9:00 AM 0 1 1 1 3 12 12 7 0 1 2 0 0 0 0 0 0 40
10:00 AM 1 1 1 1 12 11 9 8 1 0 0 0 0 0 0 0 0 45
11:00 AM 0 2 3 6 6 12 4 9 4 0 0 0 0 0 0 0 0 46
12:00 PM 0 0 0 5 7 21 15 7 2 0 1 0 0 0 0 0 0 58
1:00 PM 0 3 1 4 11 9 17 8 5 3 0 0 0 0 0 0 0 61
2:00 PM 1 0 4 5 8 21 17 13 6 2 0 0 0 0 0 0 0 77
3:00 PM 0 0 3 8 12 28 26 15 2 1 1 0 0 0 0 0 0 96
4:00 PM 1 0 3 4 12 24 29 14 2 0 0 0 0 0 0 0 0 89
5:00 PM 0 2 6 3 15 19 29 12 4 2 0 0 0 0 0 0 0 92
6:00 PM 0 2 2 1 8 22 18 14 5 1 1 0 0 0 0 0 0 74
7:00 PM 3 1 1 2 23 22 12 6 1 0 0 0 0 0 0 0 0 71
8:00 PM 1 0 2 4 10 20 13 4 3 1 0 0 0 0 0 0 0 58
9:00 PM 0 4 0 1 8 21 11 5 3 1 1 0 0 0 0 0 0 55
10:00 PM 0 2 0 4 6 8 14 10 2 0 0 0 0 0 0 0 0 46
11:00 PM 0 0 0 1 5 5 4 1 0 0 0 0 0 0 0 0 0 16
Total 8 21 35 67 184 305 272 161 46 20 8 1 0 1 0 0 0 1,129 Percent 0.7% 1.9% 3.1% 5.9% 16.3% 27.0% 24.1% 14.3% 4.1% 1.8% 0.7% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 50th Percentile (Median) 34.1 mph Mean (Average) Speed 33.9 mph 85th Percentile 41.9 mph 10 mph Pace mph
95th Percentile 46.5 mph Percent in Pace 52.2 %
Tuesday, May 11, 2021
Speed Range (mph)
29.0 - 39.0
09 Daily Percentile Speed Summary Speed Statistics
2 Project Manager: (415) 310-6469
[email protected] 232
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 1 3 0 1 0 1 0 0 0 0 0 0 0 6
1:00 AM 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3
2:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 0 1 0 4 1 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 1 0 0 2 9 3 2 0 0 0 0 0 0 0 0 0 17
6:00 AM 0 0 0 9 8 12 14 4 0 1 0 0 0 0 0 0 0 48
7:00 AM 2 1 0 6 16 22 13 8 0 0 1 0 0 0 0 0 0 69
8:00 AM 2 0 3 13 10 11 14 4 0 0 0 0 0 0 0 0 0 57
9:00 AM 3 0 5 8 5 16 8 1 0 0 0 1 0 0 0 0 0 47
10:00 AM 0 1 0 1 4 15 9 1 1 0 0 0 0 0 0 0 0 32
11:00 AM 1 1 1 7 14 7 7 1 0 0 0 0 0 0 0 0 0 39
12:00 PM 0 0 4 7 13 17 5 4 0 0 0 0 0 0 0 0 0 50
1:00 PM 2 0 2 8 7 13 2 1 1 1 0 0 0 0 0 0 0 37
2:00 PM 1 0 1 1 12 18 2 2 0 1 0 0 0 0 0 0 0 38
3:00 PM 1 0 2 11 11 13 7 1 0 0 0 0 0 0 0 0 0 46
4:00 PM 0 3 4 6 17 19 3 1 0 0 0 0 0 0 0 0 0 53
5:00 PM 1 0 3 5 9 18 4 1 1 0 0 0 0 0 0 0 0 42
6:00 PM 1 2 6 11 7 18 8 2 0 1 0 0 0 0 0 0 0 56
7:00 PM 5 0 7 13 10 8 0 0 0 0 0 0 0 0 0 0 0 43
8:00 PM 0 1 6 8 10 8 3 3 0 0 0 0 0 0 0 0 0 39
9:00 PM 1 1 1 3 12 8 3 1 0 0 0 0 0 0 0 0 0 30
10:00 PM 0 3 2 7 6 8 1 1 0 0 0 0 0 0 0 0 0 28
11:00 PM 0 0 0 3 1 8 1 0 0 0 0 0 0 0 0 0 0 13
Total 20 14 47 129 179 252 111 40 3 5 1 1 0 0 0 0 0 802 Percent 2.5% 1.7% 5.9% 16.1% 22.3% 31.4% 13.8% 5.0% 0.4% 0.6% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 30.4 mph Mean (Average) Speed 29.4 mph 85th Percentile 36.6 mph 10 mph Pace mph
95th Percentile 40.9 mph Percent in Pace 54.11 %
25.4 - 35.4
Tuesday, May 11, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
3 Project Manager: (415) 310-6469
[email protected] 233
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 0 0 0 4 4 0 0 1 0 0 1 0 0 0 0 11
1:00 AM 0 0 0 0 0 2 1 0 1 0 0 0 0 0 0 0 0 4
2:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 1 1 3 0 0 0 0 0 0 0 0 0 0 0 5
5:00 AM 0 0 0 0 6 1 1 1 0 0 0 0 0 0 0 0 0 9
6:00 AM 0 0 1 1 8 12 6 4 0 0 0 0 0 0 0 0 0 32
7:00 AM 1 0 1 3 19 9 7 8 3 0 0 0 0 0 0 0 0 51
8:00 AM 0 0 2 2 11 9 12 4 1 1 0 0 0 0 0 1 0 43
9:00 AM 0 0 1 6 4 15 12 6 2 0 0 0 0 0 0 0 0 46
10:00 AM 0 1 2 3 5 20 9 4 0 0 0 1 0 0 0 0 0 45
11:00 AM 0 0 0 2 5 11 10 8 3 0 0 0 0 0 0 0 0 39
12:00 PM 0 3 0 1 7 23 18 13 3 1 0 0 0 0 0 0 0 69
1:00 PM 0 0 2 4 9 7 17 10 4 2 0 0 0 0 0 0 0 55
2:00 PM 2 0 3 6 14 25 21 6 3 0 2 0 0 0 0 0 0 82
3:00 PM 1 1 2 2 18 28 24 11 9 2 0 0 0 0 0 0 0 98
4:00 PM 2 1 1 5 8 29 38 16 6 2 0 0 0 0 0 0 0 108
5:00 PM 0 1 2 1 8 22 23 25 7 0 0 0 0 0 0 0 0 89
6:00 PM 0 2 4 1 15 18 17 10 6 1 0 1 0 0 0 0 0 75
7:00 PM 1 0 2 3 8 15 15 10 2 0 1 0 0 0 0 0 0 57
8:00 PM 0 2 2 7 15 23 18 8 1 0 0 0 0 0 0 0 0 76
9:00 PM 1 1 0 4 6 17 8 6 1 1 0 0 0 0 0 0 0 45
10:00 PM 0 1 2 2 3 12 10 5 1 0 1 0 0 0 0 0 0 37
11:00 PM 0 1 0 1 7 1 7 1 1 0 0 1 0 0 0 0 0 20
Total 8 15 27 55 179 308 278 156 54 11 4 3 1 0 0 1 0 1,100 Percent 0.7% 1.4% 2.5% 5.0% 16.3% 28.0% 25.3% 14.2% 4.9% 1.0% 0.4% 0.3% 0.1% 0.0% 0.0% 0.1% 0.0% 50th Percentile (Median) 34.3 mph Mean (Average) Speed 34.3 mph 85th Percentile 41.5 mph 10 mph Pace mph
95th Percentile 45.7 mph Percent in Pace 54.4 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
28.4 - 38.4
4 Project Manager: (415) 310-6469
[email protected] 234
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 1 0 2 0 2 0 1 1 0 0 0 0 0 0 0 0 0 7
1:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 1 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 0 0 0 1 0 3 0 1 0 0 0 0 0 0 0 0 5
5:00 AM 0 0 0 0 3 2 6 3 0 0 0 0 0 0 0 0 0 14
6:00 AM 0 1 2 6 9 7 12 5 1 0 0 0 0 0 0 0 0 43
7:00 AM 2 5 1 4 15 25 13 6 0 0 0 0 0 0 0 0 0 71
8:00 AM 2 0 1 16 16 14 3 4 2 0 0 0 0 0 0 0 0 58
9:00 AM 0 0 1 2 6 7 8 2 0 0 0 0 0 0 0 0 0 26
10:00 AM 1 2 7 5 9 11 7 2 1 0 0 0 0 0 0 0 0 45
11:00 AM 0 1 1 4 6 9 5 4 0 0 0 0 0 0 0 0 0 30
12:00 PM 1 2 2 8 8 16 3 3 0 0 0 0 0 0 0 0 0 43
1:00 PM 0 0 0 2 13 10 9 3 1 0 0 0 0 0 0 0 0 38
2:00 PM 0 0 1 8 8 12 11 1 1 0 0 0 0 0 0 0 0 42
3:00 PM 0 0 2 7 20 6 2 1 0 0 0 0 0 0 0 0 0 38
4:00 PM 2 3 1 5 16 19 7 4 0 0 0 0 0 0 0 0 0 57
5:00 PM 0 2 4 9 14 13 2 2 1 0 0 0 0 0 0 0 0 47
6:00 PM 0 1 1 5 8 16 8 1 2 0 0 0 0 0 0 0 0 42
7:00 PM 0 0 5 7 12 15 5 4 0 0 0 0 0 0 0 0 0 48
8:00 PM 1 4 1 10 8 9 1 1 1 0 0 0 0 0 0 0 0 36
9:00 PM 2 0 3 4 9 3 2 1 0 0 1 0 0 0 0 0 0 25
10:00 PM 0 0 1 2 4 5 2 0 0 0 1 0 0 0 0 0 0 15
11:00 PM 0 0 0 1 1 2 0 2 0 0 0 0 0 0 0 0 0 6
Total 12 22 36 107 190 202 110 50 11 0 2 0 0 0 0 0 0 742 Percent 1.6% 3.0% 4.9% 14.4% 25.6% 27.2% 14.8% 6.7% 1.5% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 30.1 mph Mean (Average) Speed 29.7 mph 85th Percentile 36.9 mph 10 mph Pace mph
95th Percentile 41.9 mph Percent in Pace 54.04 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
26.3 - 36.3
5 Project Manager: (415) 310-6469
[email protected] 235
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 5 0 2 1 2 0 0 0 0 0 0 0 0 10
1:00 AM 0 0 0 0 2 3 4 1 0 0 0 1 0 0 0 0 0 11
2:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 1 0 0 3 2 1 0 1 0 0 0 0 0 0 0 0 8
5:00 AM 0 0 1 0 1 2 2 0 1 0 0 0 0 0 0 0 0 7
6:00 AM 1 0 1 2 6 5 8 5 2 0 0 0 0 0 0 0 0 30
7:00 AM 4 0 6 8 8 10 11 11 1 2 1 0 0 0 0 0 0 62
8:00 AM 0 0 3 5 14 29 19 1 1 4 0 0 0 0 0 0 0 76
9:00 AM 0 1 0 2 5 10 15 4 5 1 0 0 0 0 0 0 0 43
10:00 AM 2 0 1 4 9 18 18 5 2 1 0 0 1 0 0 0 0 61
11:00 AM 1 0 1 3 8 9 16 6 3 2 0 1 0 0 0 0 0 50
12:00 PM 1 1 3 7 13 10 18 14 4 3 1 0 0 0 0 0 0 75
1:00 PM 0 1 3 2 6 13 20 8 9 1 0 0 0 0 0 0 0 63
2:00 PM 0 3 1 3 5 26 19 9 3 1 0 0 0 0 0 0 0 70
3:00 PM 0 0 1 4 5 24 26 22 3 0 1 0 0 0 0 0 0 86
4:00 PM 2 0 0 2 9 33 35 15 4 1 1 0 0 0 0 0 0 102
5:00 PM 0 0 1 3 9 22 24 21 13 2 0 0 0 0 0 0 0 95
6:00 PM 1 0 2 1 8 20 21 18 4 0 1 0 0 0 0 0 0 76
7:00 PM 0 2 2 2 19 20 15 9 4 0 0 0 0 0 0 0 0 73
8:00 PM 0 0 0 3 11 19 21 9 2 2 0 0 0 0 0 0 0 67
9:00 PM 0 1 0 2 8 14 8 6 4 2 1 0 0 0 0 0 0 46
10:00 PM 0 1 1 2 6 9 14 4 0 0 0 0 0 0 0 0 0 37
11:00 PM 0 0 1 2 7 4 2 6 2 0 0 0 0 0 0 0 0 24
Total 12 11 28 58 169 305 319 175 70 22 6 2 1 0 0 0 0 1,178 Percent 1.0% 0.9% 2.4% 4.9% 14.3% 25.9% 27.1% 14.9% 5.9% 1.9% 0.5% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 35.1 mph Mean (Average) Speed 34.7 mph 85th Percentile 42.2 mph 10 mph Pace mph
95th Percentile 47.3 mph Percent in Pace 53.9 %
Thursday, May 13, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
29.8 - 39.8
6 Project Manager: (415) 310-6469
[email protected] 236
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 3
1:00 AM 0 0 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 4
2:00 AM 0 0 1 0 1 3 0 0 0 0 0 0 0 0 0 0 0 5
3:00 AM 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 0 0 1 1 2 2 0 1 0 0 0 0 0 0 0 0 7
5:00 AM 0 2 0 1 3 7 2 1 0 0 0 0 0 0 0 0 0 16
6:00 AM 1 0 0 3 15 7 13 5 1 0 0 0 0 1 0 0 0 46
7:00 AM 3 2 3 8 14 22 16 5 0 0 0 0 0 0 0 0 0 73
8:00 AM 0 0 5 14 23 7 4 0 0 0 0 0 0 0 0 0 0 53
9:00 AM 0 0 3 5 6 10 7 3 1 1 0 0 0 0 0 0 0 36
10:00 AM 2 1 3 2 15 14 5 2 0 0 0 0 0 0 0 0 0 44
11:00 AM 2 1 1 8 14 11 5 4 1 0 0 0 0 0 0 0 0 47
12:00 PM 3 2 2 7 21 13 6 1 0 0 0 1 0 0 0 0 0 56
1:00 PM 0 0 1 6 17 11 5 4 0 0 0 0 0 0 0 0 0 44
2:00 PM 1 1 5 9 7 24 8 2 0 0 0 0 0 0 0 0 0 57
3:00 PM 0 0 1 4 8 15 7 1 0 0 0 0 0 0 0 0 0 36
4:00 PM 1 2 4 3 19 20 9 2 1 0 0 0 0 0 0 0 0 61
5:00 PM 0 0 2 4 11 13 4 3 0 0 0 0 0 0 0 0 0 37
6:00 PM 3 0 4 8 9 13 7 2 1 0 0 0 0 0 0 0 0 47
7:00 PM 1 1 2 7 13 8 3 4 0 0 0 0 0 0 0 0 0 39
8:00 PM 0 1 1 4 10 15 3 1 1 1 0 0 0 0 0 0 0 37
9:00 PM 0 1 0 5 4 8 5 1 1 0 0 0 0 0 0 0 0 25
10:00 PM 0 1 0 4 4 1 3 0 0 0 0 0 0 0 0 0 0 13
11:00 PM 0 1 1 1 0 2 2 0 0 0 0 0 0 0 0 0 0 7
Total 17 16 40 105 218 228 116 43 8 3 0 1 0 1 0 0 0 796 Percent 2.1% 2.0% 5.0% 13.2% 27.4% 28.6% 14.6% 5.4% 1.0% 0.4% 0.0% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 50th Percentile (Median) 30.0 mph Mean (Average) Speed 29.7 mph 85th Percentile 36.7 mph 10 mph Pace mph
95th Percentile 41.5 mph Percent in Pace 56.03 %
Speed Range (mph)
Thursday, May 13, 2021
Daily Percentile Speed Summary Speed Statistics
24.8 - 34.8
7 Project Manager: (415) 310-6469
[email protected] 237
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Northbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 2 2 2 2 1 1 0 0 0 0 0 0 0 10
1:00 AM 0 0 0 0 2 2 2 1 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 0 0 0 3 1 2 1 1 0 0 0 0 0 0 0 0 8
6:00 AM 1 0 1 2 7 9 7 4 1 1 0 0 0 0 0 0 0 33
7:00 AM 2 0 3 7 12 12 11 9 2 1 0 0 0 0 0 0 0 59
8:00 AM 0 0 2 4 12 19 14 3 1 2 0 0 0 0 0 0 0 57
9:00 AM 0 1 1 3 4 12 13 6 2 1 1 0 0 0 0 0 0 44
10:00 AM 1 1 1 3 9 16 12 6 1 0 0 0 0 0 0 0 0 50
11:00 AM 0 1 1 4 6 11 10 8 3 1 0 0 0 0 0 0 0 45
12:00 PM 0 1 1 4 9 18 17 11 3 1 1 0 0 0 0 0 0 66
1:00 PM 0 1 2 3 9 10 18 9 6 2 0 0 0 0 0 0 0 60
2:00 PM 1 1 3 5 9 24 19 9 4 1 1 0 0 0 0 0 0 77
3:00 PM 0 0 2 5 12 27 25 16 5 1 1 0 0 0 0 0 0 94
4:00 PM 2 0 1 4 10 29 34 15 4 1 0 0 0 0 0 0 0 100
5:00 PM 0 1 3 2 11 21 25 19 8 1 0 0 0 0 0 0 0 91
6:00 PM 0 1 3 1 10 20 19 14 5 1 1 0 0 0 0 0 0 75
7:00 PM 1 1 2 2 17 19 14 8 2 0 0 0 0 0 0 0 0 66
8:00 PM 0 1 1 5 12 21 17 7 2 1 0 0 0 0 0 0 0 67
9:00 PM 0 2 0 2 7 17 9 6 3 1 1 0 0 0 0 0 0 48
10:00 PM 0 1 1 3 5 10 13 6 1 0 0 0 0 0 0 0 0 40
11:00 PM 0 0 0 1 6 3 4 3 1 0 0 0 0 0 0 0 0 18
Total 8 13 28 61 178 307 289 164 56 17 6 0 0 0 0 0 0 1,127 Percent 0.7% 1.2% 2.5% 5.4% 15.8% 27.2% 25.6% 14.6% 5.0% 1.5% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 34.6 mph Mean (Average) Speed 34.3 mph 85th Percentile 41.8 mph 10 mph Pace 29.0 - 39.0 mph
95th Percentile 46.6 mph Percent in Pace 52.8 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
8 Project Manager: (415) 310-6469
[email protected] 238
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 09
Southbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 0 1 1 3 0 1 0 0 0 0 0 0 0 0 6
5:00 AM 0 1 0 0 3 6 4 2 0 0 0 0 0 0 0 0 0 16
6:00 AM 0 0 1 6 11 9 13 5 1 0 0 0 0 0 0 0 0 46
7:00 AM 2 3 1 6 15 23 14 6 0 0 0 0 0 0 0 0 0 70
8:00 AM 1 0 3 14 16 11 7 3 1 0 0 0 0 0 0 0 0 56
9:00 AM 1 0 3 5 6 11 8 2 0 0 0 0 0 0 0 0 0 36
10:00 AM 1 1 3 3 9 13 7 2 1 0 0 0 0 0 0 0 0 40
11:00 AM 1 1 1 6 11 9 6 3 0 0 0 0 0 0 0 0 0 38
12:00 PM 1 1 3 7 14 15 5 3 0 0 0 0 0 0 0 0 0 49
1:00 PM 1 0 1 5 12 11 5 3 1 0 0 0 0 0 0 0 0 39
2:00 PM 1 0 2 6 9 18 7 2 0 0 0 0 0 0 0 0 0 45
3:00 PM 0 0 2 7 13 11 5 1 0 0 0 0 0 0 0 0 0 39
4:00 PM 1 3 3 5 17 19 6 2 0 0 0 0 0 0 0 0 0 56
5:00 PM 0 1 3 6 11 15 3 2 1 0 0 0 0 0 0 0 0 42
6:00 PM 1 1 4 8 8 16 8 2 1 0 0 0 0 0 0 0 0 49
7:00 PM 2 0 5 9 12 10 3 3 0 0 0 0 0 0 0 0 0 44
8:00 PM 0 2 3 7 9 11 2 2 1 0 0 0 0 0 0 0 0 37
9:00 PM 1 1 1 4 8 6 3 1 0 0 0 0 0 0 0 0 0 25
10:00 PM 0 1 1 4 5 5 2 0 0 0 0 0 0 0 0 0 0 18
11:00 PM 0 0 0 2 1 4 1 1 0 0 0 0 0 0 0 0 0 9
Total 14 16 41 111 194 227 112 46 8 0 0 0 0 0 0 0 0 769 Percent 1.8% 2.1% 5.3% 14.4% 25.2% 29.5% 14.6% 6.0% 1.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 30.1 mph Mean (Average) Speed 29.6 mph 85th Percentile 36.7 mph 10 mph Pace 25.2 - 35.2 mph
95th Percentile 41.6 mph Percent in Pace 54.2 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
9 Project Manager: (415) 310-6469
[email protected] 239
Location: W Bayshore Rd BTWN Cooley Ave & Woodland Ave
Date Range: 5/11/2021 - 5/17/2021
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 8 6 14 11 7 18 10 3 13 - - - - - - - - - - - - 10 5 15 1:00 AM 11 3 14 4 1 5 11 4 15 - - - - - - - - - - - - 9 3 11 2:00 AM 8 1 9 2 1 3 2 5 7 - - - - - - - - - - - - 4 2 6 3:00 AM 1 2 3 2 4 6 4 3 7 - - - - - - - - - - - - 2 3 5 4:00 AM 7 6 13 5 5 10 8 7 15 - - - - - - - - - - - - 7 6 13 5:00 AM 10 17 27 9 14 23 7 16 23 - - - - - - - - - - - - 9 16 24 6:00 AM 40 48 88 32 43 75 30 46 76 - - - - - - - - - - - - 34 46 80 7:00 AM 65 69 134 51 71 122 62 73 135 - - - - - - - - - - - - 59 71 130 8:00 AM 55 57 112 43 58 101 76 53 129 - - - - - - - - - - - - 58 56 114 9:00 AM 40 47 87 46 26 72 43 36 79 - - - - - - - - - - - - 43 36 79 10:00 AM 45 32 77 45 45 90 61 44 105 - - - - - - - - - - - - 50 40 91 11:00 AM 46 39 85 39 30 69 50 47 97 - - - - - - - - - - - - 45 39 84 12:00 PM 58 50 108 69 43 112 75 56 131 - - - - - - - - - - - - 67 50 117 1:00 PM 61 37 98 55 38 93 63 44 107 - - - - - - - - - - - - 60 40 99 2:00 PM 77 38 115 82 42 124 70 57 127 - - - - - - - - - - - - 76 46 122 3:00 PM 96 46 142 98 38 136 86 36 122 - - - - - - - - - - - - 93 40 133 4:00 PM 89 53 142 108 57 165 102 61 163 - - - - - - - - - - - - 100 57 157 5:00 PM 92 42 134 89 47 136 95 37 132 - - - - - - - - - - - - 92 42 134 6:00 PM 74 56 130 75 42 117 76 47 123 - - - - - - - - - - - - 75 48 123 7:00 PM 71 43 114 57 48 105 73 39 112 - - - - - - - - - - - - 67 43 110 8:00 PM 58 39 97 76 36 112 67 37 104 - - - - - - - - - - - - 67 37 104 9:00 PM 55 30 85 45 25 70 46 25 71 - - - - - - - - - - - - 49 27 75 10:00 PM 46 28 74 37 15 52 37 13 50 - - - - - - - - - - - - 40 19 59 11:00 PM 16 13 29 20 6 26 24 7 31 - - - - - - - - - - - - 20 9 29 Total 1,129 802 1,931 1,100 742 1,842 1,178 796 1,974 - - - - - - - - - - - - 1,136 780 1,916 Percent 58% 42% - 60% 40% - 60% 40% - - - - - - - - - - - - - 59% 41% - AM Peak 07:00 07:00 07:00 07:00 07:00 07:00 08:00 07:00 07:00 - - - - - - - - - - - - 07:00 07:00 07:00 Vol. 65 69 134 51 71 122 76 73 135 - - - - - - - - - - - - 59 71 130 PM Peak 15:00 18:00 15:00 16:00 16:00 16:00 16:00 16:00 16:00 - - - - - - - - - - - - 16:00 16:00 16:00 Vol. 96 56 142 108 57 165 102 61 163 - - - - - - - - - - - - 100 57 157
1. Mid-week average includes data between Tuesday and Thursday. 5/14/2021 5/15/2021 5/16/2021 5/17/2021
Tuesday Wednesday Thursday
5/11/2021 5/12/2021 5/13/2021 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected] 240
Location:
Count Direction:
Date Range:
Site Code:
Total
1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
Eastbound 123 2,651 707 0 233 24 0 1 0 0 0 0 0 3,739
Percent 3.3% 70.9% 18.9% 0.0% 6.2% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Westbound 149 3,254 908 2 318 108 0 4 1 2 0 0 1 4,747
Percent 3.1% 68.5% 19.1% 0.0% 6.7% 2.3% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 272 5,905 1,615 2 551 132 0 5 1 2 0 0 1 8,486
Percent 3.2% 69.6% 19.0% 0.0% 6.5% 1.6% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification
Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks
Vehicle Classification Report Summary
FHWA Vehicle Classification
Study Total
Woodland Ave BTWN Cooley Ave & Newell Rd
Eastbound / Westbound
5/11/2021 to 5/13/2021
10 1
Project Manager: (415) 310-6469
[email protected] 241
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 7 2 0 1 1 0 0 0 0 0 0 0 11
1:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
2:00 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 9 2 0 1 0 0 0 0 0 0 0 0 12
6:00 AM 1 17 10 0 4 0 0 0 0 0 0 0 0 32
7:00 AM 4 68 24 0 12 1 0 1 0 0 0 0 0 110
8:00 AM 3 81 26 0 8 1 0 0 0 0 0 0 0 119
9:00 AM 4 33 17 0 6 0 0 0 0 0 0 0 0 60
10:00 AM 2 34 10 0 4 0 0 0 0 0 0 0 0 50
11:00 AM 3 44 9 0 4 0 0 0 0 0 0 0 0 60
12:00 PM 2 41 17 0 7 0 0 0 0 0 0 0 0 67
1:00 PM 2 54 14 0 2 0 0 0 0 0 0 0 0 72
2:00 PM 5 67 11 0 4 0 0 0 0 0 0 0 0 87
3:00 PM 5 54 13 0 5 2 0 0 0 0 0 0 0 79
4:00 PM 2 64 15 0 7 0 0 0 0 0 0 0 0 88
5:00 PM 1 61 9 0 2 2 0 0 0 0 0 0 0 75
6:00 PM 4 65 12 0 3 0 0 0 0 0 0 0 0 84
7:00 PM 5 57 15 0 2 0 0 0 0 0 0 0 0 79
8:00 PM 1 43 9 0 5 0 0 0 0 0 0 0 0 58
9:00 PM 1 34 6 0 2 0 0 0 0 0 0 0 0 43
10:00 PM 0 22 1 0 1 0 0 0 0 0 0 0 0 24
11:00 PM 0 13 7 0 2 0 0 0 0 0 0 0 0 22
Total 45 874 236 0 82 7 0 1 0 0 0 0 0 1,245
Percent 3.6% 70.2% 19.0% 0.0% 6.6% 0.6% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
2 Project Manager: (415) 310-6469
[email protected] 242
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 1 6 1 0 1 0 0 0 0 0 0 0 0 9
1:00 AM 1 10 1 0 1 0 0 0 0 0 0 0 0 13
2:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 1 1 4 0 0 0 0 0 0 0 0 0 0 6
4:00 AM 0 4 2 0 1 0 0 0 0 0 0 0 0 7
5:00 AM 0 20 5 0 1 3 0 0 0 0 0 0 0 29
6:00 AM 0 16 7 0 5 2 0 0 0 0 0 0 0 30
7:00 AM 1 39 21 0 5 5 0 0 0 0 0 0 0 71
8:00 AM 1 70 26 0 6 6 0 0 0 0 0 0 0 109
9:00 AM 1 44 18 0 6 0 0 0 0 0 0 0 0 69
10:00 AM 1 37 10 0 6 2 0 0 0 0 0 0 0 56
11:00 AM 4 53 17 0 8 1 0 0 0 0 0 0 0 83
12:00 PM 1 66 19 0 8 3 0 0 0 0 0 0 0 97
1:00 PM 2 60 18 0 10 1 0 0 0 0 0 0 0 91
2:00 PM 0 92 21 0 8 3 0 0 0 0 0 0 0 124
3:00 PM 6 82 24 0 8 3 0 0 0 0 0 0 0 123
4:00 PM 4 84 26 0 14 2 0 0 0 0 0 0 0 130
5:00 PM 7 89 22 0 8 2 0 0 0 1 0 0 0 129
6:00 PM 6 58 9 0 3 3 0 0 0 0 0 0 0 79
7:00 PM 5 65 14 0 3 0 0 0 0 0 0 0 0 87
8:00 PM 3 49 15 0 3 0 0 1 0 0 0 0 0 71
9:00 PM 2 30 9 0 3 2 0 0 0 0 0 0 0 46
10:00 PM 3 28 6 0 1 0 0 0 0 0 0 0 0 38
11:00 PM 0 10 6 0 1 2 0 0 0 0 0 0 0 19
Total 50 1,016 301 0 110 40 0 1 0 1 0 0 0 1,519
Percent 3.3% 66.9% 19.8% 0.0% 7.2% 2.6% 0.0% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
3 Project Manager: (415) 310-6469
[email protected] 243
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 11 1 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 0 5 3 0 0 0 0 0 0 0 0 0 0 8
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 10 1 0 1 0 0 0 0 0 0 0 0 12
5:00 AM 0 6 0 0 0 1 0 0 0 0 0 0 0 7
6:00 AM 1 20 8 0 3 0 0 0 0 0 0 0 0 32
7:00 AM 3 61 37 0 9 0 0 0 0 0 0 0 0 110
8:00 AM 1 59 18 0 7 1 0 0 0 0 0 0 0 86
9:00 AM 3 58 18 0 4 2 0 0 0 0 0 0 0 85
10:00 AM 2 41 6 0 3 1 0 0 0 0 0 0 0 53
11:00 AM 4 51 15 0 6 1 0 0 0 0 0 0 0 77
12:00 PM 2 52 14 0 5 1 0 0 0 0 0 0 0 74
1:00 PM 1 64 13 0 4 0 0 0 0 0 0 0 0 82
2:00 PM 2 45 11 0 7 0 0 0 0 0 0 0 0 65
3:00 PM 3 57 15 0 6 0 0 0 0 0 0 0 0 81
4:00 PM 6 56 21 0 7 2 0 0 0 0 0 0 0 92
5:00 PM 5 63 14 0 1 2 0 0 0 0 0 0 0 85
6:00 PM 2 63 12 0 0 0 0 0 0 0 0 0 0 77
7:00 PM 0 47 14 0 4 0 0 0 0 0 0 0 0 65
8:00 PM 0 36 15 0 1 0 0 0 0 0 0 0 0 52
9:00 PM 0 37 11 0 4 0 0 0 0 0 0 0 0 52
10:00 PM 0 23 5 0 1 0 0 0 0 0 0 0 0 29
11:00 PM 0 19 2 0 0 0 0 0 0 0 0 0 0 21
Total 35 887 254 0 73 11 0 0 0 0 0 0 0 1,260
Percent 2.8% 70.4% 20.2% 0.0% 5.8% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
4 Project Manager: (415) 310-6469
[email protected] 244
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 10 2 0 0 1 0 0 0 0 0 0 0 13
1:00 AM 1 9 0 0 0 1 0 0 0 0 0 0 0 11
2:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
3:00 AM 0 3 1 0 0 1 0 0 0 0 0 0 0 5
4:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 15 8 0 1 0 0 0 0 0 0 0 0 24
6:00 AM 0 29 8 1 4 1 0 0 0 0 0 0 0 43
7:00 AM 2 51 15 0 3 2 0 0 0 0 0 0 0 73
8:00 AM 2 67 21 0 8 4 0 0 0 0 0 0 0 102
9:00 AM 0 68 23 0 7 1 0 0 0 0 0 0 0 99
10:00 AM 2 49 8 0 10 0 0 0 0 0 0 0 0 69
11:00 AM 4 53 19 0 3 2 0 0 1 0 0 0 0 82
12:00 PM 3 82 18 0 11 5 0 0 0 0 0 0 0 119
1:00 PM 5 71 22 0 6 3 0 0 0 1 0 0 0 108
2:00 PM 1 70 25 0 4 1 0 0 0 0 0 0 0 101
3:00 PM 2 97 35 0 13 2 0 0 0 0 0 0 0 149
4:00 PM 4 88 35 0 3 2 0 0 0 0 0 0 0 132
5:00 PM 7 91 22 0 12 2 0 0 0 0 0 0 0 134
6:00 PM 4 74 14 0 5 0 0 0 0 0 0 0 0 97
7:00 PM 4 47 12 0 2 0 0 0 0 0 0 0 0 65
8:00 PM 2 50 12 0 3 3 0 1 0 0 0 0 0 71
9:00 PM 2 46 6 0 3 1 0 0 0 0 0 0 0 58
10:00 PM 2 39 13 0 4 0 0 0 0 0 0 0 0 58
11:00 PM 1 12 5 0 0 1 0 0 0 0 0 0 0 19
Total 48 1,129 328 1 102 33 0 1 1 1 0 0 0 1,644
Percent 2.9% 68.7% 20.0% 0.1% 6.2% 2.0% 0.0% 0.1% 0.1% 0.1% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
5 Project Manager: (415) 310-6469
[email protected] 245
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 10 2 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 1 4 1 0 1 0 0 0 0 0 0 0 0 7
5:00 AM 0 8 4 0 3 0 0 0 0 0 0 0 0 15
6:00 AM 2 17 7 0 1 0 0 0 0 0 0 0 0 27
7:00 AM 1 67 29 0 12 2 0 0 0 0 0 0 0 111
8:00 AM 3 66 15 0 5 0 0 0 0 0 0 0 0 89
9:00 AM 3 45 15 0 7 0 0 0 0 0 0 0 0 70
10:00 AM 2 42 9 0 3 0 0 0 0 0 0 0 0 56
11:00 AM 4 52 14 0 3 0 0 0 0 0 0 0 0 73
12:00 PM 5 52 12 0 3 0 0 0 0 0 0 0 0 72
1:00 PM 3 49 5 0 1 0 0 0 0 0 0 0 0 58
2:00 PM 2 52 12 0 5 0 0 0 0 0 0 0 0 71
3:00 PM 3 65 13 0 8 0 0 0 0 0 0 0 0 89
4:00 PM 4 60 20 0 8 0 0 0 0 0 0 0 0 92
5:00 PM 2 66 13 0 8 1 0 0 0 0 0 0 0 90
6:00 PM 3 65 14 0 4 0 0 0 0 0 0 0 0 86
7:00 PM 3 45 11 0 1 2 0 0 0 0 0 0 0 62
8:00 PM 2 38 8 0 3 1 0 0 0 0 0 0 0 52
9:00 PM 0 31 4 0 2 0 0 0 0 0 0 0 0 37
10:00 PM 0 30 7 0 0 0 0 0 0 0 0 0 0 37
11:00 PM 0 13 1 0 0 0 0 0 0 0 0 0 0 14
Total 43 890 217 0 78 6 0 0 0 0 0 0 0 1,234
Percent 3.5% 72.1% 17.6% 0.0% 6.3% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
6 Project Manager: (415) 310-6469
[email protected] 246
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 13 0 0 0 0 0 0 0 0 0 0 0 13
1:00 AM 3 10 1 0 0 0 0 0 0 0 0 0 0 14
2:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 2 4 0 0 0 0 0 0 0 0 0 0 0 6
4:00 AM 1 6 2 0 0 0 0 0 0 0 0 0 0 9
5:00 AM 0 20 6 0 0 1 0 0 0 0 0 0 0 27
6:00 AM 0 20 7 0 2 1 0 0 0 0 0 0 0 30
7:00 AM 1 53 19 0 9 4 0 0 0 0 0 0 1 87
8:00 AM 1 56 18 0 5 3 0 0 0 0 0 0 0 83
9:00 AM 3 45 10 0 8 1 0 0 0 0 0 0 0 67
10:00 AM 2 51 18 0 5 0 0 0 0 0 0 0 0 76
11:00 AM 3 56 12 0 9 3 0 0 0 0 0 0 0 83
12:00 PM 3 60 17 1 8 0 0 1 0 0 0 0 0 90
1:00 PM 4 84 15 0 8 1 0 0 0 0 0 0 0 112
2:00 PM 1 85 18 0 13 2 0 0 0 0 0 0 0 119
3:00 PM 4 102 28 0 10 1 0 0 0 0 0 0 0 145
4:00 PM 5 92 35 0 6 3 0 0 0 0 0 0 0 141
5:00 PM 2 86 20 0 10 2 0 0 0 0 0 0 0 120
6:00 PM 8 69 16 0 3 1 0 0 0 0 0 0 0 97
7:00 PM 3 54 23 0 2 2 0 1 0 0 0 0 0 85
8:00 PM 4 45 4 0 3 5 0 0 0 0 0 0 0 61
9:00 PM 0 54 3 0 3 2 0 0 0 0 0 0 0 62
10:00 PM 1 34 2 0 2 3 0 0 0 0 0 0 0 42
11:00 PM 0 8 4 0 0 0 0 0 0 0 0 0 0 12
Total 51 1,109 279 1 106 35 0 2 0 0 0 0 1 1,584
Percent 3.2% 70.0% 17.6% 0.1% 6.7% 2.2% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.1% Thursday, May 13, 2021
FHWA Vehicle Classification
7 Project Manager: (415) 310-6469
[email protected] 247
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Total Study Average
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 9 2 0 0 0 0 0 0 0 0 0 0 11
1:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 5 1 0 1 0 0 0 0 0 0 0 0 7
5:00 AM 0 8 2 0 1 0 0 0 0 0 0 0 0 11
6:00 AM 1 18 8 0 3 0 0 0 0 0 0 0 0 30
7:00 AM 3 65 30 0 11 1 0 0 0 0 0 0 0 110
8:00 AM 2 69 20 0 7 1 0 0 0 0 0 0 0 99
9:00 AM 3 45 17 0 6 1 0 0 0 0 0 0 0 72
10:00 AM 2 39 8 0 3 0 0 0 0 0 0 0 0 52
11:00 AM 4 49 13 0 4 0 0 0 0 0 0 0 0 70
12:00 PM 3 48 14 0 5 0 0 0 0 0 0 0 0 70
1:00 PM 2 56 11 0 2 0 0 0 0 0 0 0 0 71
2:00 PM 3 55 11 0 5 0 0 0 0 0 0 0 0 74
3:00 PM 4 59 14 0 6 1 0 0 0 0 0 0 0 84
4:00 PM 4 60 19 0 7 1 0 0 0 0 0 0 0 91
5:00 PM 3 63 12 0 4 2 0 0 0 0 0 0 0 84
6:00 PM 3 64 13 0 2 0 0 0 0 0 0 0 0 82
7:00 PM 3 50 13 0 2 1 0 0 0 0 0 0 0 69
8:00 PM 1 39 11 0 3 0 0 0 0 0 0 0 0 54
9:00 PM 0 34 7 0 3 0 0 0 0 0 0 0 0 44
10:00 PM 0 25 4 0 1 0 0 0 0 0 0 0 0 30
11:00 PM 0 15 3 0 1 0 0 0 0 0 0 0 0 19
Total 41 883 236 0 77 8 0 0 0 0 0 0 0 1,245
Percent 3.3% 70.9% 19.0% 0.0% 6.2% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
8 Project Manager: (415) 310-6469
[email protected] 248
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Total Study Average
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 10 1 0 0 0 0 0 0 0 0 0 0 11
1:00 AM 2 10 1 0 0 0 0 0 0 0 0 0 0 13
2:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 1 3 2 0 0 0 0 0 0 0 0 0 0 6
4:00 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 7
5:00 AM 0 18 6 0 1 1 0 0 0 0 0 0 0 26
6:00 AM 0 22 7 0 4 1 0 0 0 0 0 0 0 34
7:00 AM 1 48 18 0 6 4 0 0 0 0 0 0 0 77
8:00 AM 1 64 22 0 6 4 0 0 0 0 0 0 0 97
9:00 AM 1 52 17 0 7 1 0 0 0 0 0 0 0 78
10:00 AM 2 46 12 0 7 1 0 0 0 0 0 0 0 68
11:00 AM 4 54 16 0 7 2 0 0 0 0 0 0 0 83
12:00 PM 2 69 18 0 9 3 0 0 0 0 0 0 0 101
1:00 PM 4 72 18 0 8 2 0 0 0 0 0 0 0 104
2:00 PM 1 82 21 0 8 2 0 0 0 0 0 0 0 114
3:00 PM 4 94 29 0 10 2 0 0 0 0 0 0 0 139
4:00 PM 4 88 32 0 8 2 0 0 0 0 0 0 0 134
5:00 PM 5 89 21 0 10 2 0 0 0 0 0 0 0 127
6:00 PM 6 67 13 0 4 1 0 0 0 0 0 0 0 91
7:00 PM 4 55 16 0 2 1 0 0 0 0 0 0 0 78
8:00 PM 3 48 10 0 3 3 0 1 0 0 0 0 0 68
9:00 PM 1 43 6 0 3 2 0 0 0 0 0 0 0 55
10:00 PM 2 34 7 0 2 1 0 0 0 0 0 0 0 46
11:00 PM 0 10 5 0 0 1 0 0 0 0 0 0 0 16
Total 48 1,086 301 0 105 36 0 1 0 0 0 0 0 1,577
Percent 3.0% 68.9% 19.1% 0.0% 6.7% 2.3% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
9 Project Manager: (415) 310-6469
[email protected] 249
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
3-Day (Tuesday - Thursday) Average
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 9 2 0 0 0 0 0 0 0 0 0 0 11
1:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 5 1 0 1 0 0 0 0 0 0 0 0 7
5:00 AM 0 8 2 0 1 0 0 0 0 0 0 0 0 11
6:00 AM 1 18 8 0 3 0 0 0 0 0 0 0 0 30
7:00 AM 3 65 30 0 11 1 0 0 0 0 0 0 0 110
8:00 AM 2 69 20 0 7 1 0 0 0 0 0 0 0 99
9:00 AM 3 45 17 0 6 1 0 0 0 0 0 0 0 72
10:00 AM 2 39 8 0 3 0 0 0 0 0 0 0 0 52
11:00 AM 4 49 13 0 4 0 0 0 0 0 0 0 0 70
12:00 PM 3 48 14 0 5 0 0 0 0 0 0 0 0 70
1:00 PM 2 56 11 0 2 0 0 0 0 0 0 0 0 71
2:00 PM 3 55 11 0 5 0 0 0 0 0 0 0 0 74
3:00 PM 4 59 14 0 6 1 0 0 0 0 0 0 0 84
4:00 PM 4 60 19 0 7 1 0 0 0 0 0 0 0 91
5:00 PM 3 63 12 0 4 2 0 0 0 0 0 0 0 84
6:00 PM 3 64 13 0 2 0 0 0 0 0 0 0 0 82
7:00 PM 3 50 13 0 2 1 0 0 0 0 0 0 0 69
8:00 PM 1 39 11 0 3 0 0 0 0 0 0 0 0 54
9:00 PM 0 34 7 0 3 0 0 0 0 0 0 0 0 44
10:00 PM 0 25 4 0 1 0 0 0 0 0 0 0 0 30
11:00 PM 0 15 3 0 1 0 0 0 0 0 0 0 0 19
Total 41 883 236 0 77 8 0 0 0 0 0 0 0 1,245
Percent 3.3% 70.9% 19.0% 0.0% 6.2% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
10 Project Manager: (415) 310-6469
[email protected] 250
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
3-Day (Tuesday - Thursday) Average
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 10 1 0 0 0 0 0 0 0 0 0 0 11
1:00 AM 2 10 1 0 0 0 0 0 0 0 0 0 0 13
2:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 1 3 2 0 0 0 0 0 0 0 0 0 0 6
4:00 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 7
5:00 AM 0 18 6 0 1 1 0 0 0 0 0 0 0 26
6:00 AM 0 22 7 0 4 1 0 0 0 0 0 0 0 34
7:00 AM 1 48 18 0 6 4 0 0 0 0 0 0 0 77
8:00 AM 1 64 22 0 6 4 0 0 0 0 0 0 0 97
9:00 AM 1 52 17 0 7 1 0 0 0 0 0 0 0 78
10:00 AM 2 46 12 0 7 1 0 0 0 0 0 0 0 68
11:00 AM 4 54 16 0 7 2 0 0 0 0 0 0 0 83
12:00 PM 2 69 18 0 9 3 0 0 0 0 0 0 0 101
1:00 PM 4 72 18 0 8 2 0 0 0 0 0 0 0 104
2:00 PM 1 82 21 0 8 2 0 0 0 0 0 0 0 114
3:00 PM 4 94 29 0 10 2 0 0 0 0 0 0 0 139
4:00 PM 4 88 32 0 8 2 0 0 0 0 0 0 0 134
5:00 PM 5 89 21 0 10 2 0 0 0 0 0 0 0 127
6:00 PM 6 67 13 0 4 1 0 0 0 0 0 0 0 91
7:00 PM 4 55 16 0 2 1 0 0 0 0 0 0 0 78
8:00 PM 3 48 10 0 3 3 0 1 0 0 0 0 0 68
9:00 PM 1 43 6 0 3 2 0 0 0 0 0 0 0 55
10:00 PM 2 34 7 0 2 1 0 0 0 0 0 0 0 46
11:00 PM 0 10 5 0 0 1 0 0 0 0 0 0 0 16
Total 48 1,086 301 0 105 36 0 1 0 0 0 0 0 1,577
Percent 3.0% 68.9% 19.1% 0.0% 6.7% 2.3% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
11 Project Manager: (415) 310-6469
[email protected] 251
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Count Direction: Eastbound / Westbound
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume Eastbound 125 206 1,052 1,768 518 61 5 1 3 0 0 0 0 0 0 0 0 3,739 Percent 3.3% 5.5% 28.1% 47.3% 13.9% 1.6% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Westbound 188 355 1,302 2,076 724 90 11 1 0 0 0 0 0 0 0 0 0 4,747 Percent 4.0% 7.5% 27.4% 43.7% 15.3% 1.9% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 313 561 2,354 3,844 1,242 151 16 2 3 0 0 0 0 0 0 0 0 8,486 Percent 3.7% 6.6% 27.7% 45.3% 14.6% 1.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Eastbound Eastbound
50th Percentile (Median) 21.1 mph Mean (Average) Speed 20.9 mph
25.2 mph 10 mph Pace 16.6 - 26.6 mph
27.6 mph Percent in Pace 78.5 %
Westbound Westbound
50th Percentile (Median) 21.3 mph Mean (Average) Speed 20.8 mph
25.5 mph 10 mph Pace 16.2 - 26.2 mph
28.2 mph Percent in Pace 72.6 %
Vehicle Speed Report Summary
Study Total
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 10 85th Percentile
95th Percentile
85th Percentile
95th Percentile
1 Project Manager: (415) 310-6469
[email protected] 252
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 1 1 4 4 1 0 0 0 0 0 0 0 0 0 0 0 0 11
1:00 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
2:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 1 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 1 4 1 4 2 0 0 0 0 0 0 0 0 0 0 0 12
6:00 AM 0 4 8 14 4 2 0 0 0 0 0 0 0 0 0 0 0 32
7:00 AM 2 12 37 40 18 1 0 0 0 0 0 0 0 0 0 0 0 110
8:00 AM 4 5 36 58 14 2 0 0 0 0 0 0 0 0 0 0 0 119
9:00 AM 2 4 12 30 11 1 0 0 0 0 0 0 0 0 0 0 0 60
10:00 AM 0 2 8 33 6 1 0 0 0 0 0 0 0 0 0 0 0 50
11:00 AM 4 1 19 25 11 0 0 0 0 0 0 0 0 0 0 0 0 60
12:00 PM 3 4 23 26 8 3 0 0 0 0 0 0 0 0 0 0 0 67
1:00 PM 1 5 22 27 14 2 1 0 0 0 0 0 0 0 0 0 0 72
2:00 PM 3 3 31 37 12 1 0 0 0 0 0 0 0 0 0 0 0 87
3:00 PM 0 7 20 39 13 0 0 0 0 0 0 0 0 0 0 0 0 79
4:00 PM 4 5 29 37 13 0 0 0 0 0 0 0 0 0 0 0 0 88
5:00 PM 6 3 31 31 3 1 0 0 0 0 0 0 0 0 0 0 0 75
6:00 PM 5 4 24 35 14 2 0 0 0 0 0 0 0 0 0 0 0 84
7:00 PM 1 7 18 42 7 4 0 0 0 0 0 0 0 0 0 0 0 79
8:00 PM 1 5 16 26 10 0 0 0 0 0 0 0 0 0 0 0 0 58
9:00 PM 0 2 12 24 3 0 1 1 0 0 0 0 0 0 0 0 0 43
10:00 PM 0 1 6 14 3 0 0 0 0 0 0 0 0 0 0 0 0 24
11:00 PM 0 1 9 8 3 1 0 0 0 0 0 0 0 0 0 0 0 22
Total 38 79 374 553 174 24 2 1 0 0 0 0 0 0 0 0 0 1,245
Percent 3.1% 6.3% 30.0% 44.4% 14.0% 1.9% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 21.0 mph Mean (Average) Speed 20.8 mph 85th Percentile 25.2 mph 10 mph Pace mph
95th Percentile 28.0 mph Percent in Pace 77.0 %
Tuesday, May 11, 2021
Speed Range (mph)
15.9 - 25.9
10 Daily Percentile Speed Summary Speed Statistics
2 Project Manager: (415) 310-6469
[email protected] 253
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 1 0 3 5 0 0 0 0 0 0 0 0 0 0 0 0 0 9
1:00 AM 1 2 6 3 1 0 0 0 0 0 0 0 0 0 0 0 0 13
2:00 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 6
4:00 AM 0 0 3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 7
5:00 AM 1 2 4 12 9 1 0 0 0 0 0 0 0 0 0 0 0 29
6:00 AM 1 0 8 15 5 1 0 0 0 0 0 0 0 0 0 0 0 30
7:00 AM 0 4 11 41 14 1 0 0 0 0 0 0 0 0 0 0 0 71
8:00 AM 4 13 28 36 23 5 0 0 0 0 0 0 0 0 0 0 0 109
9:00 AM 1 6 16 32 12 2 0 0 0 0 0 0 0 0 0 0 0 69
10:00 AM 1 1 18 20 15 1 0 0 0 0 0 0 0 0 0 0 0 56
11:00 AM 3 3 16 47 14 0 0 0 0 0 0 0 0 0 0 0 0 83
12:00 PM 2 9 25 48 13 0 0 0 0 0 0 0 0 0 0 0 0 97
1:00 PM 5 0 21 46 15 4 0 0 0 0 0 0 0 0 0 0 0 91
2:00 PM 0 5 28 73 15 2 1 0 0 0 0 0 0 0 0 0 0 124
3:00 PM 5 10 23 64 18 3 0 0 0 0 0 0 0 0 0 0 0 123
4:00 PM 2 10 43 58 16 1 0 0 0 0 0 0 0 0 0 0 0 130
5:00 PM 5 16 28 57 22 1 0 0 0 0 0 0 0 0 0 0 0 129
6:00 PM 6 13 22 28 8 1 1 0 0 0 0 0 0 0 0 0 0 79
7:00 PM 8 9 38 24 8 0 0 0 0 0 0 0 0 0 0 0 0 87
8:00 PM 0 6 22 35 8 0 0 0 0 0 0 0 0 0 0 0 0 71
9:00 PM 3 1 19 17 4 1 1 0 0 0 0 0 0 0 0 0 0 46
10:00 PM 4 4 11 16 3 0 0 0 0 0 0 0 0 0 0 0 0 38
11:00 PM 0 2 4 9 2 1 1 0 0 0 0 0 0 0 0 0 0 19
Total 53 117 402 692 226 25 4 0 0 0 0 0 0 0 0 0 0 1,519 Percent 3.5% 7.7% 26.5% 45.6% 14.9% 1.6% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 21.3 mph Mean (Average) Speed 20.9 mph 85th Percentile 25.4 mph 10 mph Pace mph
95th Percentile 28.1 mph Percent in Pace 74.13 %
16.9 - 26.9
Tuesday, May 11, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
3 Project Manager: (415) 310-6469
[email protected] 254
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 1 0 6 5 0 0 0 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 1 1 1 1 3 0 1 0 0 0 0 0 0 0 0 0 0 8
2:00 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 5 5 2 0 0 0 0 0 0 0 0 0 0 0 0 12
5:00 AM 1 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 0 7
6:00 AM 3 2 3 14 10 0 0 0 0 0 0 0 0 0 0 0 0 32
7:00 AM 2 3 30 52 22 1 0 0 0 0 0 0 0 0 0 0 0 110
8:00 AM 2 8 24 36 15 1 0 0 0 0 0 0 0 0 0 0 0 86
9:00 AM 6 4 25 36 12 2 0 0 0 0 0 0 0 0 0 0 0 85
10:00 AM 3 2 10 28 10 0 0 0 0 0 0 0 0 0 0 0 0 53
11:00 AM 4 10 17 35 9 2 0 0 0 0 0 0 0 0 0 0 0 77
12:00 PM 5 2 15 41 10 1 0 0 0 0 0 0 0 0 0 0 0 74
1:00 PM 3 2 11 52 14 0 0 0 0 0 0 0 0 0 0 0 0 82
2:00 PM 0 2 22 34 6 1 0 0 0 0 0 0 0 0 0 0 0 65
3:00 PM 3 4 19 44 11 0 0 0 0 0 0 0 0 0 0 0 0 81
4:00 PM 3 10 26 37 15 1 0 0 0 0 0 0 0 0 0 0 0 92
5:00 PM 2 5 28 40 8 2 0 0 0 0 0 0 0 0 0 0 0 85
6:00 PM 0 3 16 45 9 1 0 0 3 0 0 0 0 0 0 0 0 77
7:00 PM 1 2 29 32 1 0 0 0 0 0 0 0 0 0 0 0 0 65
8:00 PM 1 2 21 25 3 0 0 0 0 0 0 0 0 0 0 0 0 52
9:00 PM 0 3 14 32 3 0 0 0 0 0 0 0 0 0 0 0 0 52
10:00 PM 0 1 8 18 2 0 0 0 0 0 0 0 0 0 0 0 0 29
11:00 PM 0 0 8 10 3 0 0 0 0 0 0 0 0 0 0 0 0 21
Total 42 67 340 624 170 13 1 0 3 0 0 0 0 0 0 0 0 1,260
Percent 3.3% 5.3% 27.0% 49.5% 13.5% 1.0% 0.1% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 21.3 mph Mean (Average) Speed 20.9 mph 85th Percentile 24.9 mph 10 mph Pace mph
95th Percentile 27.4 mph Percent in Pace 80.3 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
16.6 - 26.6
4 Project Manager: (415) 310-6469
[email protected] 255
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 3 1 8 1 0 0 0 0 0 0 0 0 0 0 0 0 13
1:00 AM 0 1 4 3 3 0 0 0 0 0 0 0 0 0 0 0 0 11
2:00 AM 0 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 6
3:00 AM 2 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 1 1 2 13 4 3 0 0 0 0 0 0 0 0 0 0 0 24
6:00 AM 5 2 14 15 5 2 0 0 0 0 0 0 0 0 0 0 0 43
7:00 AM 0 6 19 35 12 1 0 0 0 0 0 0 0 0 0 0 0 73
8:00 AM 3 6 30 43 18 2 0 0 0 0 0 0 0 0 0 0 0 102
9:00 AM 0 6 33 42 13 5 0 0 0 0 0 0 0 0 0 0 0 99
10:00 AM 2 2 18 20 23 4 0 0 0 0 0 0 0 0 0 0 0 69
11:00 AM 6 3 20 37 15 1 0 0 0 0 0 0 0 0 0 0 0 82
12:00 PM 5 16 34 45 15 4 0 0 0 0 0 0 0 0 0 0 0 119
1:00 PM 4 5 21 56 20 1 1 0 0 0 0 0 0 0 0 0 0 108
2:00 PM 2 5 11 58 24 0 0 1 0 0 0 0 0 0 0 0 0 101
3:00 PM 2 6 53 69 16 3 0 0 0 0 0 0 0 0 0 0 0 149
4:00 PM 7 9 38 53 24 1 0 0 0 0 0 0 0 0 0 0 0 132
5:00 PM 5 12 35 53 28 1 0 0 0 0 0 0 0 0 0 0 0 134
6:00 PM 5 6 30 45 10 1 0 0 0 0 0 0 0 0 0 0 0 97
7:00 PM 6 9 22 20 7 1 0 0 0 0 0 0 0 0 0 0 0 65
8:00 PM 7 6 30 23 4 1 0 0 0 0 0 0 0 0 0 0 0 71
9:00 PM 4 8 23 16 7 0 0 0 0 0 0 0 0 0 0 0 0 58
10:00 PM 2 17 18 17 3 1 0 0 0 0 0 0 0 0 0 0 0 58
11:00 PM 0 2 10 5 1 0 1 0 0 0 0 0 0 0 0 0 0 19
Total 68 133 473 681 254 32 2 1 0 0 0 0 0 0 0 0 0 1,644 Percent 4.1% 8.1% 28.8% 41.4% 15.5% 1.9% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 21.1 mph Mean (Average) Speed 20.7 mph 85th Percentile 25.4 mph 10 mph Pace mph
95th Percentile 28.1 mph Percent in Pace 71.47 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
16.3 - 26.3
5 Project Manager: (415) 310-6469
[email protected] 256
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 7 4 1 0 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 0 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 1 0 1 4 1 0 0 0 0 0 0 0 0 0 0 0 0 7
5:00 AM 0 0 1 10 2 1 1 0 0 0 0 0 0 0 0 0 0 15
6:00 AM 0 2 4 15 3 3 0 0 0 0 0 0 0 0 0 0 0 27
7:00 AM 2 9 25 58 12 4 1 0 0 0 0 0 0 0 0 0 0 111
8:00 AM 8 3 16 50 12 0 0 0 0 0 0 0 0 0 0 0 0 89
9:00 AM 5 4 16 33 9 3 0 0 0 0 0 0 0 0 0 0 0 70
10:00 AM 1 3 12 33 7 0 0 0 0 0 0 0 0 0 0 0 0 56
11:00 AM 3 6 24 33 7 0 0 0 0 0 0 0 0 0 0 0 0 73
12:00 PM 7 2 16 32 14 1 0 0 0 0 0 0 0 0 0 0 0 72
1:00 PM 1 4 7 35 11 0 0 0 0 0 0 0 0 0 0 0 0 58
2:00 PM 1 1 19 31 18 1 0 0 0 0 0 0 0 0 0 0 0 71
3:00 PM 2 1 29 44 10 3 0 0 0 0 0 0 0 0 0 0 0 89
4:00 PM 1 7 22 49 12 1 0 0 0 0 0 0 0 0 0 0 0 92
5:00 PM 4 2 31 40 12 1 0 0 0 0 0 0 0 0 0 0 0 90
6:00 PM 0 3 42 32 9 0 0 0 0 0 0 0 0 0 0 0 0 86
7:00 PM 5 5 23 25 3 1 0 0 0 0 0 0 0 0 0 0 0 62
8:00 PM 1 5 16 21 6 3 0 0 0 0 0 0 0 0 0 0 0 52
9:00 PM 1 1 14 15 6 0 0 0 0 0 0 0 0 0 0 0 0 37
10:00 PM 2 1 16 12 5 1 0 0 0 0 0 0 0 0 0 0 0 37
11:00 PM 0 1 3 4 6 0 0 0 0 0 0 0 0 0 0 0 0 14
Total 45 60 338 591 174 24 2 0 0 0 0 0 0 0 0 0 0 1,234
Percent 3.6% 4.9% 27.4% 47.9% 14.1% 1.9% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 21.3 mph Mean (Average) Speed 21.0 mph 85th Percentile 25.2 mph 10 mph Pace mph
95th Percentile 27.6 mph Percent in Pace 78.9 %
Thursday, May 13, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
16.0 - 26.0
6 Project Manager: (415) 310-6469
[email protected] 257
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 1 2 3 6 1 0 0 0 0 0 0 0 0 0 0 0 0 13
1:00 AM 2 0 5 6 1 0 0 0 0 0 0 0 0 0 0 0 0 14
2:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 1 0 1 1 3 0 0 0 0 0 0 0 0 0 0 0 0 6
4:00 AM 1 1 3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 9
5:00 AM 1 0 6 7 9 4 0 0 0 0 0 0 0 0 0 0 0 27
6:00 AM 1 1 7 9 11 1 0 0 0 0 0 0 0 0 0 0 0 30
7:00 AM 0 2 30 39 13 3 0 0 0 0 0 0 0 0 0 0 0 87
8:00 AM 2 8 8 40 22 3 0 0 0 0 0 0 0 0 0 0 0 83
9:00 AM 2 7 18 26 10 3 1 0 0 0 0 0 0 0 0 0 0 67
10:00 AM 1 2 19 30 21 3 0 0 0 0 0 0 0 0 0 0 0 76
11:00 AM 4 4 24 39 9 2 1 0 0 0 0 0 0 0 0 0 0 83
12:00 PM 8 7 25 39 11 0 0 0 0 0 0 0 0 0 0 0 0 90
1:00 PM 6 2 24 60 18 2 0 0 0 0 0 0 0 0 0 0 0 112
2:00 PM 3 5 25 63 21 1 1 0 0 0 0 0 0 0 0 0 0 119
3:00 PM 3 9 41 65 23 2 2 0 0 0 0 0 0 0 0 0 0 145
4:00 PM 4 8 36 69 23 1 0 0 0 0 0 0 0 0 0 0 0 141
5:00 PM 2 7 41 56 11 3 0 0 0 0 0 0 0 0 0 0 0 120
6:00 PM 6 12 28 42 7 2 0 0 0 0 0 0 0 0 0 0 0 97
7:00 PM 5 8 24 38 10 0 0 0 0 0 0 0 0 0 0 0 0 85
8:00 PM 8 9 20 20 4 0 0 0 0 0 0 0 0 0 0 0 0 61
9:00 PM 2 4 19 28 7 2 0 0 0 0 0 0 0 0 0 0 0 62
10:00 PM 1 5 12 15 8 1 0 0 0 0 0 0 0 0 0 0 0 42
11:00 PM 3 1 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 12
Total 67 105 427 703 244 33 5 0 0 0 0 0 0 0 0 0 0 1,584 Percent 4.2% 6.6% 27.0% 44.4% 15.4% 2.1% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 21.4 mph Mean (Average) Speed 20.8 mph 85th Percentile 25.5 mph 10 mph Pace mph
95th Percentile 28.6 mph Percent in Pace 72.85 %
Speed Range (mph)
Thursday, May 13, 2021
Daily Percentile Speed Summary Speed Statistics
16.1 - 26.1
7 Project Manager: (415) 310-6469
[email protected] 258
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 1 0 3 5 2 0 0 0 0 0 0 0 0 0 0 0 0 11
1:00 AM 0 1 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 0 2 3 1 0 0 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 0 2 4 3 1 0 0 0 0 0 0 0 0 0 0 0 10
6:00 AM 1 3 5 14 6 2 0 0 0 0 0 0 0 0 0 0 0 31
7:00 AM 2 8 31 50 17 2 0 0 0 0 0 0 0 0 0 0 0 110
8:00 AM 5 5 25 48 14 1 0 0 0 0 0 0 0 0 0 0 0 98
9:00 AM 4 4 18 33 11 2 0 0 0 0 0 0 0 0 0 0 0 72
10:00 AM 1 2 10 31 8 0 0 0 0 0 0 0 0 0 0 0 0 52
11:00 AM 4 6 20 31 9 1 0 0 0 0 0 0 0 0 0 0 0 71
12:00 PM 5 3 18 33 11 2 0 0 0 0 0 0 0 0 0 0 0 72
1:00 PM 2 4 13 38 13 1 0 0 0 0 0 0 0 0 0 0 0 71
2:00 PM 1 2 24 34 12 1 0 0 0 0 0 0 0 0 0 0 0 74
3:00 PM 2 4 23 42 11 1 0 0 0 0 0 0 0 0 0 0 0 83
4:00 PM 3 7 26 41 13 1 0 0 0 0 0 0 0 0 0 0 0 91
5:00 PM 4 3 30 37 8 1 0 0 0 0 0 0 0 0 0 0 0 83
6:00 PM 2 3 27 37 11 1 0 0 1 0 0 0 0 0 0 0 0 82
7:00 PM 2 5 23 33 4 2 0 0 0 0 0 0 0 0 0 0 0 69
8:00 PM 1 4 18 24 6 1 0 0 0 0 0 0 0 0 0 0 0 54
9:00 PM 0 2 13 24 4 0 0 0 0 0 0 0 0 0 0 0 0 43
10:00 PM 1 1 10 15 3 0 0 0 0 0 0 0 0 0 0 0 0 30
11:00 PM 0 1 7 7 4 0 0 0 0 0 0 0 0 0 0 0 0 19
Total 41 68 351 588 174 20 0 0 1 0 0 0 0 0 0 0 0 1,243
Percent 3.3% 5.5% 28.2% 47.3% 14.0% 1.6% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 21.1 mph Mean (Average) Speed 20.9 mph 85th Percentile 25.2 mph 10 mph Pace 16.6 - 26.6 mph
95th Percentile 27.6 mph Percent in Pace 78.5 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
8 Project Manager: (415) 310-6469
[email protected] 259
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 10
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 1 2 2 6 1 0 0 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 1 1 5 4 2 0 0 0 0 0 0 0 0 0 0 0 0 13
2:00 AM 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 1 0 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 1 3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 8
5:00 AM 1 1 4 11 7 3 0 0 0 0 0 0 0 0 0 0 0 27
6:00 AM 2 1 10 13 7 1 0 0 0 0 0 0 0 0 0 0 0 34
7:00 AM 0 4 20 38 13 2 0 0 0 0 0 0 0 0 0 0 0 77
8:00 AM 3 9 22 40 21 3 0 0 0 0 0 0 0 0 0 0 0 98
9:00 AM 1 6 22 33 12 3 0 0 0 0 0 0 0 0 0 0 0 77
10:00 AM 1 2 18 23 20 3 0 0 0 0 0 0 0 0 0 0 0 67
11:00 AM 4 3 20 41 13 1 0 0 0 0 0 0 0 0 0 0 0 82
12:00 PM 5 11 28 44 13 1 0 0 0 0 0 0 0 0 0 0 0 102
1:00 PM 5 2 22 54 18 2 0 0 0 0 0 0 0 0 0 0 0 103
2:00 PM 2 5 21 65 20 1 1 0 0 0 0 0 0 0 0 0 0 115
3:00 PM 3 8 39 66 19 3 1 0 0 0 0 0 0 0 0 0 0 139
4:00 PM 4 9 39 60 21 1 0 0 0 0 0 0 0 0 0 0 0 134
5:00 PM 4 12 35 55 20 2 0 0 0 0 0 0 0 0 0 0 0 128
6:00 PM 6 10 27 38 8 1 0 0 0 0 0 0 0 0 0 0 0 90
7:00 PM 6 9 28 27 8 0 0 0 0 0 0 0 0 0 0 0 0 78
8:00 PM 5 7 24 26 5 0 0 0 0 0 0 0 0 0 0 0 0 67
9:00 PM 3 4 20 20 6 1 0 0 0 0 0 0 0 0 0 0 0 54
10:00 PM 2 9 14 16 5 1 0 0 0 0 0 0 0 0 0 0 0 47
11:00 PM 1 2 7 5 1 0 1 0 0 0 0 0 0 0 0 0 0 17
Total 61 119 434 690 242 29 3 0 0 0 0 0 0 0 0 0 0 1,578 Percent 3.9% 7.5% 27.5% 43.7% 15.3% 1.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 21.3 mph Mean (Average) Speed 20.8 mph 85th Percentile 25.5 mph 10 mph Pace 16.2 - 26.2 mph
95th Percentile 28.2 mph Percent in Pace 72.6 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
9 Project Manager: (415) 310-6469
[email protected] 260
Location: Woodland Ave BTWN Cooley Ave & Newell Rd
Date Range: 5/11/2021 - 5/17/2021
Site Code: 10
Time EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 11 9 20 12 13 25 12 13 25 - - - - - - - - - - - - 12 12 23 1:00 AM 4 13 17 8 11 19 5 14 19 - - - - - - - - - - - - 6 13 18 2:00 AM 3 3 6 1 6 7 4 3 7 - - - - - - - - - - - - 3 4 7 3:00 AM 4 6 10 2 5 7 5 6 11 - - - - - - - - - - - - 4 6 9 4:00 AM 2 7 9 12 6 18 7 9 16 - - - - - - - - - - - - 7 7 14 5:00 AM 12 29 41 7 24 31 15 27 42 - - - - - - - - - - - - 11 27 38 6:00 AM 32 30 62 32 43 75 27 30 57 - - - - - - - - - - - - 30 34 65 7:00 AM 110 71 181 110 73 183 111 87 198 - - - - - - - - - - - - 110 77 187 8:00 AM 119 109 228 86 102 188 89 83 172 - - - - - - - - - - - - 98 98 196 9:00 AM 60 69 129 85 99 184 70 67 137 - - - - - - - - - - - - 72 78 150 10:00 AM 50 56 106 53 69 122 56 76 132 - - - - - - - - - - - - 53 67 120 11:00 AM 60 83 143 77 82 159 73 83 156 - - - - - - - - - - - - 70 83 153 12:00 PM 67 97 164 74 119 193 72 90 162 - - - - - - - - - - - - 71 102 173 1:00 PM 72 91 163 82 108 190 58 112 170 - - - - - - - - - - - - 71 104 174 2:00 PM 87 124 211 65 101 166 71 119 190 - - - - - - - - - - - - 74 115 189 3:00 PM 79 123 202 81 149 230 89 145 234 - - - - - - - - - - - - 83 139 222 4:00 PM 88 130 218 92 132 224 92 141 233 - - - - - - - - - - - - 91 134 225 5:00 PM 75 129 204 85 134 219 90 120 210 - - - - - - - - - - - - 83 128 211 6:00 PM 84 79 163 77 97 174 86 97 183 - - - - - - - - - - - - 82 91 173 7:00 PM 79 87 166 65 65 130 62 85 147 - - - - - - - - - - - - 69 79 148 8:00 PM 58 71 129 52 71 123 52 61 113 - - - - - - - - - - - - 54 68 122 9:00 PM 43 46 89 52 58 110 37 62 99 - - - - - - - - - - - - 44 55 99 10:00 PM 24 38 62 29 58 87 37 42 79 - - - - - - - - - - - - 30 46 76 11:00 PM 22 19 41 21 19 40 14 12 26 - - - - - - - - - - - - 19 17 36 Total 1,245 1,519 2,764 1,260 1,644 2,904 1,234 1,584 2,818 - - - - - - - - - - - - 1,246 1,582 2,829 Percent 45% 55% - 43% 57% - 44% 56% - - - - - - - - - - - - - 44% 56% - AM Peak 08:00 08:00 08:00 07:00 08:00 08:00 07:00 07:00 07:00 - - - - - - - - - - - - 07:00 08:00 08:00 Vol. 119 109 228 110 102 188 111 87 198 - - - - - - - - - - - - 110 98 196 PM Peak 16:00 16:00 16:00 16:00 15:00 15:00 16:00 15:00 15:00 - - - - - - - - - - - - 16:00 15:00 16:00 Vol. 88 130 218 92 149 230 92 145 234 - - - - - - - - - - - - 91 139 225
1. Mid-week average includes data between Tuesday and Thursday. 5/14/2021 5/15/2021 5/16/2021 5/17/2021
Tuesday Wednesday Thursday
5/11/2021 5/12/2021 5/13/2021 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected] 261
Location:
Count Direction:
Date Range:
Site Code:
Total
1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
Eastbound 24 676 139 0 22 6 0 0 0 0 0 0 0 867
Percent 2.8% 78.0% 16.0% 0.0% 2.5% 0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Westbound 30 849 162 3 123 8 0 0 0 0 0 0 0 1,175
Percent 2.6% 72.3% 13.8% 0.3% 10.5% 0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 54 1,525 301 3 145 14 0 0 0 0 0 0 0 2,042
Percent 2.6% 74.7% 14.7% 0.1% 7.1% 0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification
Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks
Vehicle Classification Report Summary
FHWA Vehicle Classification
Study Total
Woodland Ave BTWN Newell Rd & W Bayshore Rd
Eastbound / Westbound
5/11/2021 to 5/13/2021
11 1
Project Manager: (415) 310-6469
[email protected] 262
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
6:00 AM 0 10 3 0 0 0 0 0 0 0 0 0 0 13
7:00 AM 0 10 6 0 1 0 0 0 0 0 0 0 0 17
8:00 AM 0 10 5 0 0 0 0 0 0 0 0 0 0 15
9:00 AM 0 9 3 0 1 0 0 0 0 0 0 0 0 13
10:00 AM 0 10 3 0 1 0 0 0 0 0 0 0 0 14
11:00 AM 1 18 0 0 1 0 0 0 0 0 0 0 0 20
12:00 PM 0 7 5 0 1 0 0 0 0 0 0 0 0 13
1:00 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 7
2:00 PM 0 7 1 0 1 0 0 0 0 0 0 0 0 9
3:00 PM 1 18 1 0 0 0 0 0 0 0 0 0 0 20
4:00 PM 1 17 1 0 2 0 0 0 0 0 0 0 0 21
5:00 PM 0 32 4 0 0 1 0 0 0 0 0 0 0 37
6:00 PM 0 20 2 0 0 0 0 0 0 0 0 0 0 22
7:00 PM 0 21 1 0 0 0 0 0 0 0 0 0 0 22
8:00 PM 0 17 1 0 1 0 0 0 0 0 0 0 0 19
9:00 PM 0 8 0 0 0 0 0 0 0 0 0 0 0 8
10:00 PM 0 11 1 0 1 0 0 0 0 0 0 0 0 13
11:00 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 7
Total 3 245 42 0 10 1 0 0 0 0 0 0 0 301
Percent 1.0% 81.4% 14.0% 0.0% 3.3% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
2 Project Manager: (415) 310-6469
[email protected] 263
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3
5:00 AM 0 8 0 0 2 0 0 0 0 0 0 0 0 10
6:00 AM 0 2 2 0 5 0 0 0 0 0 0 0 0 9
7:00 AM 0 14 5 0 3 0 0 0 0 0 0 0 0 22
8:00 AM 0 14 2 0 3 0 0 0 0 0 0 0 0 19
9:00 AM 0 14 6 0 4 0 0 0 0 0 0 0 0 24
10:00 AM 0 4 3 0 4 0 0 0 0 0 0 0 0 11
11:00 AM 0 13 4 0 2 0 0 0 0 0 0 0 0 19
12:00 PM 0 19 7 1 4 0 0 0 0 0 0 0 0 31
1:00 PM 2 6 4 0 1 1 0 0 0 0 0 0 0 14
2:00 PM 0 21 1 0 1 0 0 0 0 0 0 0 0 23
3:00 PM 1 19 2 0 4 0 0 0 0 0 0 0 0 26
4:00 PM 4 25 3 0 2 0 0 0 0 0 0 0 0 34
5:00 PM 2 24 6 0 3 0 0 0 0 0 0 0 0 35
6:00 PM 0 17 1 0 1 0 0 0 0 0 0 0 0 19
7:00 PM 0 20 2 0 3 1 0 0 0 0 0 0 0 26
8:00 PM 0 26 0 0 1 0 0 0 0 0 0 0 0 27
9:00 PM 0 9 3 0 2 0 0 0 0 0 0 0 0 14
10:00 PM 0 12 1 0 2 0 0 0 0 0 0 0 0 15
11:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
Total 9 275 54 1 48 2 0 0 0 0 0 0 0 389
Percent 2.3% 70.7% 13.9% 0.3% 12.3% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
3 Project Manager: (415) 310-6469
[email protected] 264
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
1:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
6:00 AM 0 9 2 0 0 0 0 0 0 0 0 0 0 11
7:00 AM 0 7 4 0 1 0 0 0 0 0 0 0 0 12
8:00 AM 0 8 1 0 0 1 0 0 0 0 0 0 0 10
9:00 AM 0 7 4 0 0 0 0 0 0 0 0 0 0 11
10:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
11:00 AM 1 10 1 0 0 0 0 0 0 0 0 0 0 12
12:00 PM 1 12 1 0 1 0 0 0 0 0 0 0 0 15
1:00 PM 1 18 5 0 0 0 0 0 0 0 0 0 0 24
2:00 PM 0 6 1 0 2 0 0 0 0 0 0 0 0 9
3:00 PM 1 18 7 0 0 0 0 0 0 0 0 0 0 26
4:00 PM 0 19 6 0 1 0 0 0 0 0 0 0 0 26
5:00 PM 3 24 5 0 0 0 0 0 0 0 0 0 0 32
6:00 PM 3 17 2 0 0 1 0 0 0 0 0 0 0 23
7:00 PM 1 20 4 0 0 1 0 0 0 0 0 0 0 26
8:00 PM 0 11 1 0 0 0 0 0 0 0 0 0 0 12
9:00 PM 0 11 4 0 0 0 0 0 0 0 0 0 0 15
10:00 PM 0 8 1 0 0 0 0 0 0 0 0 0 0 9
11:00 PM 0 6 0 0 0 0 0 0 0 0 0 0 0 6
Total 11 225 53 0 5 3 0 0 0 0 0 0 0 297
Percent 3.7% 75.8% 17.8% 0.0% 1.7% 1.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
4 Project Manager: (415) 310-6469
[email protected] 265
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6
1:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 5 0 0 1 0 0 0 0 0 0 0 0 6
6:00 AM 0 10 1 0 4 0 0 0 0 0 0 0 0 15
7:00 AM 0 12 2 0 2 1 0 0 0 0 0 0 0 17
8:00 AM 0 12 8 0 3 1 0 0 0 0 0 0 0 24
9:00 AM 0 10 4 0 2 1 0 0 0 0 0 0 0 17
10:00 AM 0 10 1 0 2 0 0 0 0 0 0 0 0 13
11:00 AM 1 18 1 0 0 0 0 0 0 0 0 0 0 20
12:00 PM 1 21 2 0 3 0 0 0 0 0 0 0 0 27
1:00 PM 2 26 6 0 1 0 0 0 0 0 0 0 0 35
2:00 PM 3 6 3 0 2 0 0 0 0 0 0 0 0 14
3:00 PM 2 24 3 0 1 0 0 0 0 0 0 0 0 30
4:00 PM 0 26 9 0 0 0 0 0 0 0 0 0 0 35
5:00 PM 1 25 3 0 3 0 0 0 0 0 0 0 0 32
6:00 PM 1 17 2 0 2 1 0 0 0 0 0 0 0 23
7:00 PM 0 16 5 0 3 0 0 0 0 0 0 0 0 24
8:00 PM 0 10 1 0 2 0 0 0 0 0 0 0 0 13
9:00 PM 1 14 2 1 1 0 0 0 0 0 0 0 0 19
10:00 PM 0 10 1 0 2 0 0 0 0 0 0 0 0 13
11:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
Total 12 286 60 1 34 4 0 0 0 0 0 0 0 397
Percent 3.0% 72.0% 15.1% 0.3% 8.6% 1.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
5 Project Manager: (415) 310-6469
[email protected] 266
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3
6:00 AM 0 8 1 0 0 0 0 0 0 0 0 0 0 9
7:00 AM 1 16 6 0 0 0 0 0 0 0 0 0 0 23
8:00 AM 0 16 4 0 0 0 0 0 0 0 0 0 0 20
9:00 AM 0 14 2 0 0 0 0 0 0 0 0 0 0 16
10:00 AM 0 6 2 0 0 0 0 0 0 0 0 0 0 8
11:00 AM 1 12 6 0 2 0 0 0 0 0 0 0 0 21
12:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 6
1:00 PM 0 5 3 0 1 0 0 0 0 0 0 0 0 9
2:00 PM 2 12 5 0 0 0 0 0 0 0 0 0 0 19
3:00 PM 0 16 1 0 1 1 0 0 0 0 0 0 0 19
4:00 PM 2 13 3 0 1 0 0 0 0 0 0 0 0 19
5:00 PM 1 13 4 0 1 1 0 0 0 0 0 0 0 20
6:00 PM 0 14 1 0 1 0 0 0 0 0 0 0 0 16
7:00 PM 1 12 0 0 0 0 0 0 0 0 0 0 0 13
8:00 PM 2 11 1 0 0 0 0 0 0 0 0 0 0 14
9:00 PM 0 12 2 0 0 0 0 0 0 0 0 0 0 14
10:00 PM 0 6 0 0 0 0 0 0 0 0 0 0 0 6
11:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
Total 10 206 44 0 7 2 0 0 0 0 0 0 0 269
Percent 3.7% 76.6% 16.4% 0.0% 2.6% 0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
6 Project Manager: (415) 310-6469
[email protected] 267
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 3 1 0 0 1 0 0 0 0 0 0 0 5
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 7 0 0 1 0 0 0 0 0 0 0 0 8
6:00 AM 0 5 0 0 2 0 0 0 0 0 0 0 0 7
7:00 AM 1 17 4 0 5 0 0 0 0 0 0 0 0 27
8:00 AM 0 9 6 0 6 1 0 0 0 0 0 0 0 22
9:00 AM 0 15 1 0 3 0 0 0 0 0 0 0 0 19
10:00 AM 0 13 4 0 2 0 0 0 0 0 0 0 0 19
11:00 AM 0 13 3 0 3 0 0 0 0 0 0 0 0 19
12:00 PM 1 14 5 1 2 0 0 0 0 0 0 0 0 23
1:00 PM 1 16 5 0 2 0 0 0 0 0 0 0 0 24
2:00 PM 1 18 2 0 3 0 0 0 0 0 0 0 0 24
3:00 PM 1 19 3 0 1 0 0 0 0 0 0 0 0 24
4:00 PM 0 25 9 0 2 0 0 0 0 0 0 0 0 36
5:00 PM 1 19 1 0 2 0 0 0 0 0 0 0 0 23
6:00 PM 1 27 2 0 3 0 0 0 0 0 0 0 0 33
7:00 PM 0 17 1 0 1 0 0 0 0 0 0 0 0 19
8:00 PM 1 20 0 0 1 0 0 0 0 0 0 0 0 22
9:00 PM 1 14 1 0 1 0 0 0 0 0 0 0 0 17
10:00 PM 0 10 0 0 1 0 0 0 0 0 0 0 0 11
11:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3
Total 9 288 48 1 41 2 0 0 0 0 0 0 0 389
Percent 2.3% 74.0% 12.3% 0.3% 10.5% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
7 Project Manager: (415) 310-6469
[email protected] 268
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Total Study Average
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
6:00 AM 0 9 2 0 0 0 0 0 0 0 0 0 0 11
7:00 AM 0 11 5 0 1 0 0 0 0 0 0 0 0 17
8:00 AM 0 11 3 0 0 0 0 0 0 0 0 0 0 14
9:00 AM 0 10 3 0 0 0 0 0 0 0 0 0 0 13
10:00 AM 0 7 2 0 0 0 0 0 0 0 0 0 0 9
11:00 AM 1 13 2 0 1 0 0 0 0 0 0 0 0 17
12:00 PM 0 8 3 0 1 0 0 0 0 0 0 0 0 12
1:00 PM 0 9 3 0 0 0 0 0 0 0 0 0 0 12
2:00 PM 1 8 2 0 1 0 0 0 0 0 0 0 0 12
3:00 PM 1 17 3 0 0 0 0 0 0 0 0 0 0 21
4:00 PM 1 16 3 0 1 0 0 0 0 0 0 0 0 21
5:00 PM 1 23 4 0 0 1 0 0 0 0 0 0 0 29
6:00 PM 1 17 2 0 0 0 0 0 0 0 0 0 0 20
7:00 PM 1 18 2 0 0 0 0 0 0 0 0 0 0 21
8:00 PM 1 13 1 0 0 0 0 0 0 0 0 0 0 15
9:00 PM 0 10 2 0 0 0 0 0 0 0 0 0 0 12
10:00 PM 0 8 1 0 0 0 0 0 0 0 0 0 0 9
11:00 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 6
Total 8 224 45 0 5 1 0 0 0 0 0 0 0 283
Percent 2.8% 79.2% 15.9% 0.0% 1.8% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
8 Project Manager: (415) 310-6469
[email protected] 269
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Total Study Average
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 7 0 0 1 0 0 0 0 0 0 0 0 8
6:00 AM 0 6 1 0 4 0 0 0 0 0 0 0 0 11
7:00 AM 0 14 4 0 3 0 0 0 0 0 0 0 0 21
8:00 AM 0 12 5 0 4 1 0 0 0 0 0 0 0 22
9:00 AM 0 13 4 0 3 0 0 0 0 0 0 0 0 20
10:00 AM 0 9 3 0 3 0 0 0 0 0 0 0 0 15
11:00 AM 0 15 3 0 2 0 0 0 0 0 0 0 0 20
12:00 PM 1 18 5 1 3 0 0 0 0 0 0 0 0 28
1:00 PM 2 16 5 0 1 0 0 0 0 0 0 0 0 24
2:00 PM 1 15 2 0 2 0 0 0 0 0 0 0 0 20
3:00 PM 1 21 3 0 2 0 0 0 0 0 0 0 0 27
4:00 PM 1 25 7 0 1 0 0 0 0 0 0 0 0 34
5:00 PM 1 23 3 0 3 0 0 0 0 0 0 0 0 30
6:00 PM 1 20 2 0 2 0 0 0 0 0 0 0 0 25
7:00 PM 0 18 3 0 2 0 0 0 0 0 0 0 0 23
8:00 PM 0 19 0 0 1 0 0 0 0 0 0 0 0 20
9:00 PM 1 12 2 0 1 0 0 0 0 0 0 0 0 16
10:00 PM 0 11 1 0 2 0 0 0 0 0 0 0 0 14
11:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
Total 9 285 56 1 40 1 0 0 0 0 0 0 0 392
Percent 2.3% 72.7% 14.3% 0.3% 10.2% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
9 Project Manager: (415) 310-6469
[email protected] 270
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
3-Day (Tuesday - Thursday) Average
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
6:00 AM 0 9 2 0 0 0 0 0 0 0 0 0 0 11
7:00 AM 0 11 5 0 1 0 0 0 0 0 0 0 0 17
8:00 AM 0 11 3 0 0 0 0 0 0 0 0 0 0 14
9:00 AM 0 10 3 0 0 0 0 0 0 0 0 0 0 13
10:00 AM 0 7 2 0 0 0 0 0 0 0 0 0 0 9
11:00 AM 1 13 2 0 1 0 0 0 0 0 0 0 0 17
12:00 PM 0 8 3 0 1 0 0 0 0 0 0 0 0 12
1:00 PM 0 9 3 0 0 0 0 0 0 0 0 0 0 12
2:00 PM 1 8 2 0 1 0 0 0 0 0 0 0 0 12
3:00 PM 1 17 3 0 0 0 0 0 0 0 0 0 0 21
4:00 PM 1 16 3 0 1 0 0 0 0 0 0 0 0 21
5:00 PM 1 23 4 0 0 1 0 0 0 0 0 0 0 29
6:00 PM 1 17 2 0 0 0 0 0 0 0 0 0 0 20
7:00 PM 1 18 2 0 0 0 0 0 0 0 0 0 0 21
8:00 PM 1 13 1 0 0 0 0 0 0 0 0 0 0 15
9:00 PM 0 10 2 0 0 0 0 0 0 0 0 0 0 12
10:00 PM 0 8 1 0 0 0 0 0 0 0 0 0 0 9
11:00 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 6
Total 8 224 45 0 5 1 0 0 0 0 0 0 0 283
Percent 2.8% 79.2% 15.9% 0.0% 1.8% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
10 Project Manager: (415) 310-6469
[email protected] 271
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
3-Day (Tuesday - Thursday) Average
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 7 0 0 1 0 0 0 0 0 0 0 0 8
6:00 AM 0 6 1 0 4 0 0 0 0 0 0 0 0 11
7:00 AM 0 14 4 0 3 0 0 0 0 0 0 0 0 21
8:00 AM 0 12 5 0 4 1 0 0 0 0 0 0 0 22
9:00 AM 0 13 4 0 3 0 0 0 0 0 0 0 0 20
10:00 AM 0 9 3 0 3 0 0 0 0 0 0 0 0 15
11:00 AM 0 15 3 0 2 0 0 0 0 0 0 0 0 20
12:00 PM 1 18 5 1 3 0 0 0 0 0 0 0 0 28
1:00 PM 2 16 5 0 1 0 0 0 0 0 0 0 0 24
2:00 PM 1 15 2 0 2 0 0 0 0 0 0 0 0 20
3:00 PM 1 21 3 0 2 0 0 0 0 0 0 0 0 27
4:00 PM 1 25 7 0 1 0 0 0 0 0 0 0 0 34
5:00 PM 1 23 3 0 3 0 0 0 0 0 0 0 0 30
6:00 PM 1 20 2 0 2 0 0 0 0 0 0 0 0 25
7:00 PM 0 18 3 0 2 0 0 0 0 0 0 0 0 23
8:00 PM 0 19 0 0 1 0 0 0 0 0 0 0 0 20
9:00 PM 1 12 2 0 1 0 0 0 0 0 0 0 0 16
10:00 PM 0 11 1 0 2 0 0 0 0 0 0 0 0 14
11:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
Total 9 285 56 1 40 1 0 0 0 0 0 0 0 392
Percent 2.3% 72.7% 14.3% 0.3% 10.2% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
11 Project Manager: (415) 310-6469
[email protected] 272
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Count Direction: Eastbound / Westbound
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume Eastbound 42 74 140 262 259 65 21 2 2 0 0 0 0 0 0 0 0 867 Percent 4.8% 8.5% 16.1% 30.2% 29.9% 7.5% 2.4% 0.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Westbound 33 65 210 428 326 94 18 1 0 0 0 0 0 0 0 0 0 1,175 Percent 2.8% 5.5% 17.9% 36.4% 27.7% 8.0% 1.5% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 75 139 350 690 585 159 39 3 2 0 0 0 0 0 0 0 0 2,042 Percent 3.7% 6.8% 17.1% 33.8% 28.6% 7.8% 1.9% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Eastbound Eastbound
50th Percentile (Median) 23.6 mph Mean (Average) Speed 22.8 mph
28.9 mph 10 mph Pace 20.0 - 30.0 mph
32.9 mph Percent in Pace 60.1 %
Westbound Westbound
50th Percentile (Median) 23.4 mph Mean (Average) Speed 23.1 mph
28.5 mph 10 mph Pace 18.7 - 28.7 mph
32.3 mph Percent in Pace 68.0 %
Vehicle Speed Report Summary
Study Total
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 11 85th Percentile
95th Percentile
85th Percentile
95th Percentile
1 Project Manager: (415) 310-6469
[email protected] 273
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 4
1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
6:00 AM 0 0 1 3 8 1 0 0 0 0 0 0 0 0 0 0 0 13
7:00 AM 1 0 3 4 5 4 0 0 0 0 0 0 0 0 0 0 0 17
8:00 AM 0 0 0 3 8 4 0 0 0 0 0 0 0 0 0 0 0 15
9:00 AM 0 0 1 4 6 1 1 0 0 0 0 0 0 0 0 0 0 13
10:00 AM 1 1 2 3 7 0 0 0 0 0 0 0 0 0 0 0 0 14
11:00 AM 0 1 3 6 9 1 0 0 0 0 0 0 0 0 0 0 0 20
12:00 PM 0 1 2 2 3 4 1 0 0 0 0 0 0 0 0 0 0 13
1:00 PM 0 0 1 2 4 0 0 0 0 0 0 0 0 0 0 0 0 7
2:00 PM 0 1 0 4 2 2 0 0 0 0 0 0 0 0 0 0 0 9
3:00 PM 1 5 2 7 5 0 0 0 0 0 0 0 0 0 0 0 0 20
4:00 PM 3 3 7 4 3 1 0 0 0 0 0 0 0 0 0 0 0 21
5:00 PM 3 4 10 15 4 1 0 0 0 0 0 0 0 0 0 0 0 37
6:00 PM 1 7 5 4 4 0 1 0 0 0 0 0 0 0 0 0 0 22
7:00 PM 0 3 7 4 5 2 1 0 0 0 0 0 0 0 0 0 0 22
8:00 PM 2 3 7 4 2 1 0 0 0 0 0 0 0 0 0 0 0 19
9:00 PM 1 0 0 3 2 2 0 0 0 0 0 0 0 0 0 0 0 8
10:00 PM 1 1 4 2 2 2 1 0 0 0 0 0 0 0 0 0 0 13
11:00 PM 1 1 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 7
Total 16 32 58 79 82 27 6 0 1 0 0 0 0 0 0 0 0 301
Percent 5.3% 10.6% 19.3% 26.2% 27.2% 9.0% 2.0% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 23.2 mph Mean (Average) Speed 22.3 mph 85th Percentile 28.9 mph 10 mph Pace mph
95th Percentile 32.7 mph Percent in Pace 54.5 %
Tuesday, May 11, 2021
Speed Range (mph)
19.6 - 29.6
11 Daily Percentile Speed Summary Speed Statistics
2 Project Manager: (415) 310-6469
[email protected] 274
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3
5:00 AM 0 1 2 4 1 2 0 0 0 0 0 0 0 0 0 0 0 10
6:00 AM 0 0 2 3 3 1 0 0 0 0 0 0 0 0 0 0 0 9
7:00 AM 1 1 3 6 9 1 1 0 0 0 0 0 0 0 0 0 0 22
8:00 AM 0 1 3 6 6 3 0 0 0 0 0 0 0 0 0 0 0 19
9:00 AM 1 1 4 12 5 1 0 0 0 0 0 0 0 0 0 0 0 24
10:00 AM 1 0 2 6 1 1 0 0 0 0 0 0 0 0 0 0 0 11
11:00 AM 0 1 3 7 7 1 0 0 0 0 0 0 0 0 0 0 0 19
12:00 PM 0 0 5 13 10 3 0 0 0 0 0 0 0 0 0 0 0 31
1:00 PM 0 1 3 5 4 1 0 0 0 0 0 0 0 0 0 0 0 14
2:00 PM 0 0 2 11 4 5 1 0 0 0 0 0 0 0 0 0 0 23
3:00 PM 0 1 1 11 11 2 0 0 0 0 0 0 0 0 0 0 0 26
4:00 PM 3 1 7 13 6 4 0 0 0 0 0 0 0 0 0 0 0 34
5:00 PM 4 1 3 15 9 2 1 0 0 0 0 0 0 0 0 0 0 35
6:00 PM 0 1 5 4 6 3 0 0 0 0 0 0 0 0 0 0 0 19
7:00 PM 2 2 5 9 7 1 0 0 0 0 0 0 0 0 0 0 0 26
8:00 PM 0 2 8 11 5 1 0 0 0 0 0 0 0 0 0 0 0 27
9:00 PM 0 1 3 4 5 0 1 0 0 0 0 0 0 0 0 0 0 14
10:00 PM 2 1 3 6 2 1 0 0 0 0 0 0 0 0 0 0 0 15
11:00 PM 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4
Total 14 17 66 153 102 33 4 0 0 0 0 0 0 0 0 0 0 389
Percent 3.6% 4.4% 17.0% 39.3% 26.2% 8.5% 1.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 23.3 mph Mean (Average) Speed 23.1 mph 85th Percentile 28.5 mph 10 mph Pace mph
95th Percentile 32.5 mph Percent in Pace 69.67 %
18.7 - 28.7
Tuesday, May 11, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
3 Project Manager: (415) 310-6469
[email protected] 275
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 3
1:00 AM 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 4
2:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2
6:00 AM 0 0 0 3 5 1 2 0 0 0 0 0 0 0 0 0 0 11
7:00 AM 0 0 0 2 6 4 0 0 0 0 0 0 0 0 0 0 0 12
8:00 AM 0 0 2 4 3 1 0 0 0 0 0 0 0 0 0 0 0 10
9:00 AM 0 0 2 5 4 0 0 0 0 0 0 0 0 0 0 0 0 11
10:00 AM 0 0 0 1 4 1 0 0 0 0 0 0 0 0 0 0 0 6
11:00 AM 0 1 2 4 4 1 0 0 0 0 0 0 0 0 0 0 0 12
12:00 PM 1 1 3 4 6 0 0 0 0 0 0 0 0 0 0 0 0 15
1:00 PM 1 1 3 11 6 1 1 0 0 0 0 0 0 0 0 0 0 24
2:00 PM 0 0 1 3 5 0 0 0 0 0 0 0 0 0 0 0 0 9
3:00 PM 0 3 2 10 8 3 0 0 0 0 0 0 0 0 0 0 0 26
4:00 PM 0 1 4 7 8 5 1 0 0 0 0 0 0 0 0 0 0 26
5:00 PM 2 3 3 12 9 2 1 0 0 0 0 0 0 0 0 0 0 32
6:00 PM 4 2 8 4 4 1 0 0 0 0 0 0 0 0 0 0 0 23
7:00 PM 3 3 2 9 7 0 2 0 0 0 0 0 0 0 0 0 0 26
8:00 PM 1 1 4 4 1 0 0 0 1 0 0 0 0 0 0 0 0 12
9:00 PM 1 2 2 7 2 1 0 0 0 0 0 0 0 0 0 0 0 15
10:00 PM 0 2 4 1 1 0 1 0 0 0 0 0 0 0 0 0 0 9
11:00 PM 0 1 1 3 1 0 0 0 0 0 0 0 0 0 0 0 0 6
Total 13 21 45 96 89 24 8 0 1 0 0 0 0 0 0 0 0 297
Percent 4.4% 7.1% 15.2% 32.3% 30.0% 8.1% 2.7% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 23.6 mph Mean (Average) Speed 23.2 mph 85th Percentile 28.9 mph 10 mph Pace mph
95th Percentile 33.1 mph Percent in Pace 62.6 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
19.1 - 29.1
4 Project Manager: (415) 310-6469
[email protected] 276
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 1 1 3 0 0 0 0 0 0 0 0 0 0 0 6
1:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 1 1 2 1 1 0 0 0 0 0 0 0 0 0 0 0 6
6:00 AM 0 0 2 8 3 0 2 0 0 0 0 0 0 0 0 0 0 15
7:00 AM 1 1 2 7 6 0 0 0 0 0 0 0 0 0 0 0 0 17
8:00 AM 0 4 4 11 5 0 0 0 0 0 0 0 0 0 0 0 0 24
9:00 AM 0 1 9 3 1 3 0 0 0 0 0 0 0 0 0 0 0 17
10:00 AM 0 1 2 5 3 2 0 0 0 0 0 0 0 0 0 0 0 13
11:00 AM 1 1 4 9 5 0 0 0 0 0 0 0 0 0 0 0 0 20
12:00 PM 0 2 7 9 8 1 0 0 0 0 0 0 0 0 0 0 0 27
1:00 PM 1 5 4 8 7 7 3 0 0 0 0 0 0 0 0 0 0 35
2:00 PM 3 0 0 5 6 0 0 0 0 0 0 0 0 0 0 0 0 14
3:00 PM 2 4 4 7 10 2 1 0 0 0 0 0 0 0 0 0 0 30
4:00 PM 0 1 5 19 10 0 0 0 0 0 0 0 0 0 0 0 0 35
5:00 PM 0 2 7 14 7 2 0 0 0 0 0 0 0 0 0 0 0 32
6:00 PM 2 0 3 11 5 2 0 0 0 0 0 0 0 0 0 0 0 23
7:00 PM 0 1 8 4 9 1 1 0 0 0 0 0 0 0 0 0 0 24
8:00 PM 2 0 6 2 2 1 0 0 0 0 0 0 0 0 0 0 0 13
9:00 PM 0 2 5 6 6 0 0 0 0 0 0 0 0 0 0 0 0 19
10:00 PM 0 0 3 6 3 1 0 0 0 0 0 0 0 0 0 0 0 13
11:00 PM 0 0 0 2 4 0 0 0 0 0 0 0 0 0 0 0 0 6
Total 12 26 78 142 105 27 7 0 0 0 0 0 0 0 0 0 0 397
Percent 3.0% 6.5% 19.6% 35.8% 26.4% 6.8% 1.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 23.2 mph Mean (Average) Speed 22.7 mph 85th Percentile 28.3 mph 10 mph Pace mph
95th Percentile 32.1 mph Percent in Pace 66.5 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
18.3 - 28.3
5 Project Manager: (415) 310-6469
[email protected] 277
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3
2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3
6:00 AM 0 0 1 2 6 0 0 0 0 0 0 0 0 0 0 0 0 9
7:00 AM 0 1 1 9 10 1 1 0 0 0 0 0 0 0 0 0 0 23
8:00 AM 0 3 4 4 5 3 1 0 0 0 0 0 0 0 0 0 0 20
9:00 AM 0 0 3 8 3 1 1 0 0 0 0 0 0 0 0 0 0 16
10:00 AM 0 1 3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 8
11:00 AM 0 2 0 8 9 0 1 1 0 0 0 0 0 0 0 0 0 21
12:00 PM 0 1 0 1 2 1 1 0 0 0 0 0 0 0 0 0 0 6
1:00 PM 0 1 1 0 3 3 1 0 0 0 0 0 0 0 0 0 0 9
2:00 PM 1 2 3 5 7 1 0 0 0 0 0 0 0 0 0 0 0 19
3:00 PM 1 0 0 9 9 0 0 0 0 0 0 0 0 0 0 0 0 19
4:00 PM 0 2 5 3 7 1 1 0 0 0 0 0 0 0 0 0 0 19
5:00 PM 3 1 5 7 3 1 0 0 0 0 0 0 0 0 0 0 0 20
6:00 PM 5 3 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 16
7:00 PM 1 1 1 5 4 0 0 1 0 0 0 0 0 0 0 0 0 13
8:00 PM 1 1 2 6 4 0 0 0 0 0 0 0 0 0 0 0 0 14
9:00 PM 0 2 1 6 5 0 0 0 0 0 0 0 0 0 0 0 0 14
10:00 PM 0 0 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 6
11:00 PM 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3
Total 13 21 37 87 88 14 7 2 0 0 0 0 0 0 0 0 0 269
Percent 4.8% 7.8% 13.8% 32.3% 32.7% 5.2% 2.6% 0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 23.8 mph Mean (Average) Speed 23.0 mph 85th Percentile 28.9 mph 10 mph Pace mph
95th Percentile 32.6 mph Percent in Pace 65.1 %
Thursday, May 13, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
20.0 - 30.0
6 Project Manager: (415) 310-6469
[email protected] 278
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 1 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 1 2 1 4 0 0 0 0 0 0 0 0 0 0 0 0 8
6:00 AM 0 0 2 2 3 0 0 0 0 0 0 0 0 0 0 0 0 7
7:00 AM 0 1 5 11 5 5 0 0 0 0 0 0 0 0 0 0 0 27
8:00 AM 0 1 5 7 5 4 0 0 0 0 0 0 0 0 0 0 0 22
9:00 AM 0 0 1 7 7 4 0 0 0 0 0 0 0 0 0 0 0 19
10:00 AM 0 2 6 4 4 2 1 0 0 0 0 0 0 0 0 0 0 19
11:00 AM 0 0 1 11 6 1 0 0 0 0 0 0 0 0 0 0 0 19
12:00 PM 0 1 2 13 5 1 1 0 0 0 0 0 0 0 0 0 0 23
1:00 PM 1 1 8 1 7 5 1 0 0 0 0 0 0 0 0 0 0 24
2:00 PM 2 2 1 8 11 0 0 0 0 0 0 0 0 0 0 0 0 24
3:00 PM 0 3 3 8 6 2 2 0 0 0 0 0 0 0 0 0 0 24
4:00 PM 0 1 4 16 11 3 1 0 0 0 0 0 0 0 0 0 0 36
5:00 PM 1 0 2 8 11 1 0 0 0 0 0 0 0 0 0 0 0 23
6:00 PM 1 2 8 8 11 3 0 0 0 0 0 0 0 0 0 0 0 33
7:00 PM 0 1 3 9 6 0 0 0 0 0 0 0 0 0 0 0 0 19
8:00 PM 0 1 4 7 9 1 0 0 0 0 0 0 0 0 0 0 0 22
9:00 PM 0 2 3 6 5 0 0 1 0 0 0 0 0 0 0 0 0 17
10:00 PM 1 0 3 3 2 2 0 0 0 0 0 0 0 0 0 0 0 11
11:00 PM 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3
Total 7 22 66 133 119 34 7 1 0 0 0 0 0 0 0 0 0 389
Percent 1.8% 5.7% 17.0% 34.2% 30.6% 8.7% 1.8% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 23.8 mph Mean (Average) Speed 23.5 mph 85th Percentile 29.0 mph 10 mph Pace mph
95th Percentile 32.2 mph Percent in Pace 68.89 %
Speed Range (mph)
Thursday, May 13, 2021
Daily Percentile Speed Summary Speed Statistics
18.7 - 28.7
7 Project Manager: (415) 310-6469
[email protected] 279
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2
1:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 3
6:00 AM 0 0 1 3 6 1 1 0 0 0 0 0 0 0 0 0 0 12
7:00 AM 0 0 1 5 7 3 0 0 0 0 0 0 0 0 0 0 0 16
8:00 AM 0 1 2 4 5 3 0 0 0 0 0 0 0 0 0 0 0 15
9:00 AM 0 0 2 6 4 1 1 0 0 0 0 0 0 0 0 0 0 14
10:00 AM 0 1 2 2 4 0 0 0 0 0 0 0 0 0 0 0 0 9
11:00 AM 0 1 2 6 7 1 0 0 0 0 0 0 0 0 0 0 0 17
12:00 PM 0 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 12
1:00 PM 0 1 2 4 4 1 1 0 0 0 0 0 0 0 0 0 0 13
2:00 PM 0 1 1 4 5 1 0 0 0 0 0 0 0 0 0 0 0 12
3:00 PM 1 3 1 9 7 1 0 0 0 0 0 0 0 0 0 0 0 22
4:00 PM 1 2 5 5 6 2 1 0 0 0 0 0 0 0 0 0 0 22
5:00 PM 3 3 6 11 5 1 0 0 0 0 0 0 0 0 0 0 0 29
6:00 PM 3 4 6 4 3 0 0 0 0 0 0 0 0 0 0 0 0 20
7:00 PM 1 2 3 6 5 1 1 0 0 0 0 0 0 0 0 0 0 19
8:00 PM 1 2 4 5 2 0 0 0 0 0 0 0 0 0 0 0 0 14
9:00 PM 1 1 1 5 3 1 0 0 0 0 0 0 0 0 0 0 0 12
10:00 PM 0 1 3 2 2 1 1 0 0 0 0 0 0 0 0 0 0 10
11:00 PM 0 1 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 5
Total 11 25 46 87 85 21 7 0 0 0 0 0 0 0 0 0 0 282
Percent 3.9% 8.9% 16.3% 30.9% 30.1% 7.4% 2.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 23.6 mph Mean (Average) Speed 22.8 mph 85th Percentile 28.9 mph 10 mph Pace 20.0 - 30.0 mph
95th Percentile 32.9 mph Percent in Pace 60.1 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
8 Project Manager: (415) 310-6469
[email protected] 280
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 to 5/13/2021
Site Code: 11
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 3
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 1 2 2 2 1 0 0 0 0 0 0 0 0 0 0 0 8
6:00 AM 0 0 2 4 3 0 1 0 0 0 0 0 0 0 0 0 0 10
7:00 AM 1 1 3 8 7 2 0 0 0 0 0 0 0 0 0 0 0 22
8:00 AM 0 2 4 8 5 2 0 0 0 0 0 0 0 0 0 0 0 21
9:00 AM 0 1 5 7 4 3 0 0 0 0 0 0 0 0 0 0 0 20
10:00 AM 0 1 3 5 3 2 0 0 0 0 0 0 0 0 0 0 0 14
11:00 AM 0 1 3 9 6 1 0 0 0 0 0 0 0 0 0 0 0 20
12:00 PM 0 1 5 12 8 2 0 0 0 0 0 0 0 0 0 0 0 28
1:00 PM 1 2 5 5 6 4 1 0 0 0 0 0 0 0 0 0 0 24
2:00 PM 2 1 1 8 7 2 0 0 0 0 0 0 0 0 0 0 0 21
3:00 PM 1 3 3 9 9 2 1 0 0 0 0 0 0 0 0 0 0 28
4:00 PM 1 1 5 16 9 2 0 0 0 0 0 0 0 0 0 0 0 34
5:00 PM 2 1 4 12 9 2 0 0 0 0 0 0 0 0 0 0 0 30
6:00 PM 1 1 5 8 7 3 0 0 0 0 0 0 0 0 0 0 0 25
7:00 PM 1 1 5 7 7 1 0 0 0 0 0 0 0 0 0 0 0 22
8:00 PM 1 1 6 7 5 1 0 0 0 0 0 0 0 0 0 0 0 21
9:00 PM 0 2 4 5 5 0 0 0 0 0 0 0 0 0 0 0 0 16
10:00 PM 1 0 3 5 2 1 0 0 0 0 0 0 0 0 0 0 0 12
11:00 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4
Total 12 21 70 142 106 32 3 0 0 0 0 0 0 0 0 0 0 386
Percent 3.1% 5.4% 18.1% 36.8% 27.5% 8.3% 0.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 23.4 mph Mean (Average) Speed 23.1 mph 85th Percentile 28.5 mph 10 mph Pace 18.7 - 28.7 mph
95th Percentile 32.3 mph Percent in Pace 68.0 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
9 Project Manager: (415) 310-6469
[email protected] 281
Location: Woodland Ave BTWN Newell Rd & W Bayshore Rd
Date Range: 5/11/2021 - 5/17/2021
Site Code: 11
Time 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 1 5 3 6 9 4 5 9 - - - - - - - - - - - - 4 4 8 1:00 AM 1 0 1 4 2 6 3 1 4 - - - - - - - - - - - - 3 1 4 2:00 AM 1 0 1 1 2 3 1 2 3 - - - - - - - - - - - - 1 1 2 3:00 AM 2 3 5 1 3 4 2 0 2 - - - - - - - - - - - - 2 2 4 4:00 AM 2 3 5 1 1 2 1 1 2 - - - - - - - - - - - - 1 2 3 5:00 AM 1 10 11 2 6 8 3 8 11 - - - - - - - - - - - - 2 8 10 6:00 AM 13 9 22 11 15 26 9 7 16 - - - - - - - - - - - - 11 10 21 7:00 AM 17 22 39 12 17 29 23 27 50 - - - - - - - - - - - - 17 22 39 8:00 AM 15 19 34 10 24 34 20 22 42 - - - - - - - - - - - - 15 22 37 9:00 AM 13 24 37 11 17 28 16 19 35 - - - - - - - - - - - - 13 20 33 10:00 AM 14 11 25 6 13 19 8 19 27 - - - - - - - - - - - - 9 14 24 11:00 AM 20 19 39 12 20 32 21 19 40 - - - - - - - - - - - - 18 19 37 12:00 PM 13 31 44 15 27 42 6 23 29 - - - - - - - - - - - - 11 27 38 1:00 PM 7 14 21 24 35 59 9 24 33 - - - - - - - - - - - - 13 24 38 2:00 PM 9 23 32 9 14 23 19 24 43 - - - - - - - - - - - - 12 20 33 3:00 PM 20 26 46 26 30 56 19 24 43 - - - - - - - - - - - - 22 27 48 4:00 PM 21 34 55 26 35 61 19 36 55 - - - - - - - - - - - - 22 35 57 5:00 PM 37 35 72 32 32 64 20 23 43 - - - - - - - - - - - - 30 30 60 6:00 PM 22 19 41 23 23 46 16 33 49 - - - - - - - - - - - - 20 25 45 7:00 PM 22 26 48 26 24 50 13 19 32 - - - - - - - - - - - - 20 23 43 8:00 PM 19 27 46 12 13 25 14 22 36 - - - - - - - - - - - - 15 21 36 9:00 PM 8 14 22 15 19 34 14 17 31 - - - - - - - - - - - - 12 17 29 10:00 PM 13 15 28 9 13 22 6 11 17 - - - - - - - - - - - - 9 13 22 11:00 PM 7 4 11 6 6 12 3 3 6 - - - - - - - - - - - - 5 4 10 Total 301 389 690 297 397 694 269 389 658 - - - - - - - - - - - - 289 392 681 Percent 44% 56% - 43% 57% - 41% 59% - - - - - - - - - - - - - 42% 58% - AM Peak 11:00 09:00 07:00 07:00 08:00 08:00 07:00 07:00 07:00 - - - - - - - - - - - - 11:00 07:00 07:00 Vol. 20 24 39 12 24 34 23 27 50 - - - - - - - - - - - - 18 22 39 PM Peak 17:00 17:00 17:00 17:00 13:00 17:00 17:00 16:00 16:00 - - - - - - - - - - - - 17:00 16:00 17:00 Vol. 37 35 72 32 35 64 20 36 55 - - - - - - - - - - - - 30 35 60
1. Mid-week average includes data between Tuesday and Thursday. 5/14/2021 5/15/2021 5/16/2021 5/17/2021
Tuesday Wednesday Thursday
5/11/2021 5/12/2021 5/13/2021 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected] 282
Location:
Count Direction:
Date Range:
Site Code:
Total
1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
Eastbound 36 3,738 605 1 171 10 0 1 1 0 0 0 0 4,563
Percent 0.8% 81.9% 13.3% 0.0% 3.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Westbound 59 2,909 1,165 3 370 8 0 2 1 0 0 0 2 4,519
Percent 1.3% 64.4% 25.8% 0.1% 8.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 95 6,647 1,770 4 541 18 0 3 2 0 0 0 2 9,082
Percent 1.0% 73.2% 19.5% 0.0% 6.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification
Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks
Vehicle Classification Report Summary
FHWA Vehicle Classification
Study Total
Runnymede St BTWN Cooley Ave & Clarke Ave
Eastbound / Westbound
5/11/2021 to 5/13/2021
12 1
Project Manager: (415) 310-6469
[email protected] 283
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 10 0 0 0 0 0 0 0 0 0 0 0 10
1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5
5:00 AM 0 11 3 0 0 0 0 0 0 0 0 0 0 14
6:00 AM 1 23 2 0 3 0 0 0 0 0 0 0 0 29
7:00 AM 0 68 11 0 5 0 0 0 0 0 0 0 0 84
8:00 AM 1 80 9 0 5 0 0 0 0 0 0 0 0 95
9:00 AM 1 41 9 0 2 0 0 0 0 0 0 0 0 53
10:00 AM 0 53 9 0 3 0 0 0 0 0 0 0 0 65
11:00 AM 0 74 6 0 2 0 0 0 0 0 0 0 0 82
12:00 PM 1 56 6 0 5 0 0 0 0 0 0 0 0 68
1:00 PM 3 67 9 0 3 1 0 0 0 0 0 0 0 83
2:00 PM 2 73 13 0 5 0 0 0 0 0 0 0 0 93
3:00 PM 2 106 20 0 6 0 0 0 0 0 0 0 0 134
4:00 PM 0 96 23 0 2 0 0 0 0 0 0 0 0 121
5:00 PM 2 119 25 0 3 0 0 0 0 0 0 0 0 149
6:00 PM 0 110 8 0 1 0 0 0 0 0 0 0 0 119
7:00 PM 0 75 12 0 0 1 0 0 0 0 0 0 0 88
8:00 PM 1 59 8 0 1 1 0 0 0 0 0 0 0 70
9:00 PM 0 59 8 0 1 0 0 0 0 0 0 0 0 68
10:00 PM 0 34 1 0 0 0 0 0 0 0 0 0 0 35
11:00 PM 0 16 1 0 0 0 0 0 0 0 0 0 0 17
Total 14 1,243 185 0 47 3 0 0 0 0 0 0 0 1,492
Percent 0.9% 83.3% 12.4% 0.0% 3.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Tuesday, May 11, 2021
FHWA Vehicle Classification
2 Project Manager: (415) 310-6469
[email protected] 284
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 7 4 0 0 0 0 0 0 0 0 0 0 11
1:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3
2:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3
5:00 AM 0 20 5 0 5 0 0 0 0 0 0 0 0 30
6:00 AM 1 37 16 0 6 0 0 0 0 0 0 0 0 60
7:00 AM 1 74 27 0 7 0 0 0 0 0 0 0 0 109
8:00 AM 1 80 30 1 9 0 0 0 0 0 0 0 1 122
9:00 AM 1 39 16 0 5 0 0 0 0 0 0 0 0 61
10:00 AM 0 29 16 0 13 1 0 1 0 0 0 0 0 60
11:00 AM 0 72 37 0 12 0 0 0 0 0 0 0 0 121
12:00 PM 0 59 18 0 7 2 0 0 0 0 0 0 0 86
1:00 PM 2 36 17 0 7 0 0 0 0 0 0 0 0 62
2:00 PM 2 63 21 0 7 0 0 0 0 0 0 0 0 93
3:00 PM 2 65 27 0 7 0 0 0 0 0 0 0 0 101
4:00 PM 2 66 28 0 9 0 0 0 0 0 0 0 0 105
5:00 PM 4 56 23 0 7 1 0 0 0 0 0 0 0 91
6:00 PM 2 64 24 0 7 1 0 0 0 0 0 0 0 98
7:00 PM 1 77 24 0 7 0 0 0 0 0 0 0 0 109
8:00 PM 1 46 16 0 4 0 0 0 0 0 0 0 0 67
9:00 PM 0 30 14 0 6 0 0 0 0 0 0 0 0 50
10:00 PM 0 29 5 0 0 0 0 0 0 0 0 0 0 34
11:00 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 8
Total 20 965 374 1 125 5 0 1 0 0 0 0 1 1,492
Percent 1.3% 64.7% 25.1% 0.1% 8.4% 0.3% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.1% Tuesday, May 11, 2021
FHWA Vehicle Classification
3 Project Manager: (415) 310-6469
[email protected] 285
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 10 0 0 0 0 0 0 0 0 0 0 0 10
1:00 AM 1 5 0 0 0 1 0 0 0 0 0 0 0 7
2:00 AM 0 7 1 0 0 0 0 0 0 0 0 0 0 8
3:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 9 0 0 0 0 0 0 0 0 0 0 0 9
6:00 AM 0 20 4 0 4 0 0 0 0 0 0 0 0 28
7:00 AM 2 74 12 0 9 0 0 0 0 0 0 0 0 97
8:00 AM 0 73 6 0 6 0 0 0 0 0 0 0 0 85
9:00 AM 0 55 11 0 1 0 0 0 0 0 0 0 0 67
10:00 AM 0 63 12 0 4 0 0 0 0 0 0 0 0 79
11:00 AM 0 68 12 0 2 3 0 0 0 0 0 0 0 85
12:00 PM 0 66 10 0 5 2 0 0 0 0 0 0 0 83
1:00 PM 0 70 9 0 3 0 0 0 0 0 0 0 0 82
2:00 PM 2 85 14 0 8 0 0 0 0 0 0 0 0 109
3:00 PM 1 103 22 0 6 0 0 0 0 0 0 0 0 132
4:00 PM 1 107 23 0 4 0 0 0 0 0 0 0 0 135
5:00 PM 0 114 21 1 2 0 0 0 0 0 0 0 0 138
6:00 PM 2 92 18 0 3 0 0 0 0 0 0 0 0 115
7:00 PM 0 69 9 0 1 0 0 0 0 0 0 0 0 79
8:00 PM 1 60 10 0 1 0 0 0 0 0 0 0 0 72
9:00 PM 0 54 2 0 0 0 0 0 0 0 0 0 0 56
10:00 PM 1 40 2 0 0 0 0 0 0 0 0 0 0 43
11:00 PM 0 20 1 0 0 0 0 0 0 0 0 0 0 21
Total 11 1,271 201 1 59 6 0 0 0 0 0 0 0 1,549
Percent 0.7% 82.1% 13.0% 0.1% 3.8% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Wednesday, May 12, 2021
FHWA Vehicle Classification
4 Project Manager: (415) 310-6469
[email protected] 286
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 6 2 0 1 0 0 0 0 0 0 0 0 9
1:00 AM 0 3 4 0 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 1 2 0 1 0 0 0 0 0 0 0 0 4
3:00 AM 0 6 3 0 0 0 0 0 0 0 0 0 0 9
4:00 AM 0 6 1 0 0 0 0 0 0 0 0 0 0 7
5:00 AM 0 13 6 0 4 0 0 0 0 0 0 0 0 23
6:00 AM 1 35 16 0 7 0 0 0 0 0 0 0 0 59
7:00 AM 0 63 26 1 10 0 0 0 0 0 0 0 0 100
8:00 AM 1 73 25 0 8 1 0 0 0 0 0 0 0 108
9:00 AM 0 41 24 0 2 0 0 0 0 0 0 0 0 67
10:00 AM 1 40 23 0 12 0 0 0 0 0 0 0 0 76
11:00 AM 2 80 28 0 9 0 0 0 0 0 0 0 0 119
12:00 PM 2 50 19 0 9 0 0 1 0 0 0 0 0 81
1:00 PM 1 50 32 0 3 0 0 0 0 0 0 0 0 86
2:00 PM 2 54 19 0 7 0 0 0 0 0 0 0 1 83
3:00 PM 1 66 40 0 9 0 0 0 0 0 0 0 0 116
4:00 PM 4 83 25 0 8 0 0 0 0 0 0 0 0 120
5:00 PM 2 54 18 0 10 0 0 0 0 0 0 0 0 84
6:00 PM 0 61 22 0 3 0 0 0 0 0 0 0 0 86
7:00 PM 0 61 22 0 4 1 0 0 0 0 0 0 0 88
8:00 PM 1 37 20 0 2 1 0 0 0 0 0 0 0 61
9:00 PM 0 46 10 0 0 0 0 0 0 0 0 0 0 56
10:00 PM 0 19 8 0 3 0 0 0 0 0 0 0 0 30
11:00 PM 0 17 4 0 1 0 0 0 0 0 0 0 0 22
Total 18 965 399 1 113 3 0 1 0 0 0 0 1 1,501
Percent 1.2% 64.3% 26.6% 0.1% 7.5% 0.2% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.1% Wednesday, May 12, 2021
FHWA Vehicle Classification
5 Project Manager: (415) 310-6469
[email protected] 287
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 9 0 0 0 0 0 0 0 0 0 0 0 9
1:00 AM 0 7 0 0 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 2 0 0 0 1 0 0 0 0 0 0 0 3
5:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 5
6:00 AM 0 22 1 0 2 0 0 0 0 0 0 0 0 25
7:00 AM 1 67 14 0 4 0 0 0 0 0 0 0 0 86
8:00 AM 1 70 10 0 3 0 0 0 0 0 0 0 0 84
9:00 AM 0 40 10 0 5 0 0 0 0 0 0 0 0 55
10:00 AM 0 46 14 0 3 0 0 0 0 0 0 0 0 63
11:00 AM 0 73 16 0 3 0 0 0 0 0 0 0 0 92
12:00 PM 1 59 12 0 5 0 0 0 0 0 0 0 0 77
1:00 PM 3 65 9 0 6 0 0 0 0 0 0 0 0 83
2:00 PM 0 100 13 0 10 0 0 0 0 0 0 0 0 123
3:00 PM 0 114 12 0 5 0 0 1 1 0 0 0 0 133
4:00 PM 3 88 25 0 7 0 0 0 0 0 0 0 0 123
5:00 PM 1 129 24 0 3 0 0 0 0 0 0 0 0 157
6:00 PM 1 73 20 0 3 0 0 0 0 0 0 0 0 97
7:00 PM 0 92 12 0 2 0 0 0 0 0 0 0 0 106
8:00 PM 0 55 7 0 1 0 0 0 0 0 0 0 0 63
9:00 PM 0 59 11 0 3 0 0 0 0 0 0 0 0 73
10:00 PM 0 27 6 0 0 0 0 0 0 0 0 0 0 33
11:00 PM 0 16 1 0 0 0 0 0 0 0 0 0 0 17
Total 11 1,224 219 0 65 1 0 1 1 0 0 0 0 1,522
Percent 0.7% 80.4% 14.4% 0.0% 4.3% 0.1% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
6 Project Manager: (415) 310-6469
[email protected] 288
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 4 3 0 0 0 0 0 0 0 0 0 0 7
1:00 AM 0 5 1 0 1 0 0 0 0 0 0 0 0 7
2:00 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 4 2 0 2 0 0 0 0 0 0 0 0 8
4:00 AM 0 7 2 0 2 0 0 0 0 0 0 0 0 11
5:00 AM 0 17 7 0 6 0 0 0 0 0 0 0 0 30
6:00 AM 0 30 14 1 6 0 0 0 0 0 0 0 0 51
7:00 AM 0 72 26 0 8 0 0 0 0 0 0 0 0 106
8:00 AM 3 75 35 0 7 0 0 0 0 0 0 0 0 120
9:00 AM 1 40 19 0 6 0 0 0 0 0 0 0 0 66
10:00 AM 0 45 12 0 15 0 0 0 0 0 0 0 0 72
11:00 AM 1 70 30 0 10 0 0 0 0 0 0 0 0 111
12:00 PM 1 55 29 0 11 0 0 0 0 0 0 0 0 96
1:00 PM 1 42 16 0 4 0 0 0 0 0 0 0 0 63
2:00 PM 1 61 22 0 8 0 0 0 0 0 0 0 0 92
3:00 PM 1 76 21 0 9 0 0 0 0 0 0 0 0 107
4:00 PM 2 62 28 0 9 0 0 0 0 0 0 0 0 101
5:00 PM 6 67 28 0 11 0 0 0 0 0 0 0 0 112
6:00 PM 1 77 30 0 5 0 0 0 0 0 0 0 0 113
7:00 PM 1 69 27 0 4 0 0 0 0 0 0 0 0 101
8:00 PM 1 41 9 0 4 0 0 0 1 0 0 0 0 56
9:00 PM 0 32 11 0 1 0 0 0 0 0 0 0 0 44
10:00 PM 1 19 11 0 2 0 0 0 0 0 0 0 0 33
11:00 PM 0 9 6 0 1 0 0 0 0 0 0 0 0 16
Total 21 979 392 1 132 0 0 0 1 0 0 0 0 1,526
Percent 1.4% 64.2% 25.7% 0.1% 8.7% 0.0% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% Thursday, May 13, 2021
FHWA Vehicle Classification
7 Project Manager: (415) 310-6469
[email protected] 289
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Total Study Average
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 10 0 0 0 0 0 0 0 0 0 0 0 10
1:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5
3:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 8 1 0 0 0 0 0 0 0 0 0 0 9
6:00 AM 0 22 2 0 3 0 0 0 0 0 0 0 0 27
7:00 AM 1 70 12 0 6 0 0 0 0 0 0 0 0 89
8:00 AM 1 74 8 0 5 0 0 0 0 0 0 0 0 88
9:00 AM 0 45 10 0 3 0 0 0 0 0 0 0 0 58
10:00 AM 0 54 12 0 3 0 0 0 0 0 0 0 0 69
11:00 AM 0 72 11 0 2 1 0 0 0 0 0 0 0 86
12:00 PM 1 60 9 0 5 1 0 0 0 0 0 0 0 76
1:00 PM 2 67 9 0 4 0 0 0 0 0 0 0 0 82
2:00 PM 1 86 13 0 8 0 0 0 0 0 0 0 0 108
3:00 PM 1 108 18 0 6 0 0 0 0 0 0 0 0 133
4:00 PM 1 97 24 0 4 0 0 0 0 0 0 0 0 126
5:00 PM 1 121 23 0 3 0 0 0 0 0 0 0 0 148
6:00 PM 1 92 15 0 2 0 0 0 0 0 0 0 0 110
7:00 PM 0 79 11 0 1 0 0 0 0 0 0 0 0 91
8:00 PM 1 58 8 0 1 0 0 0 0 0 0 0 0 68
9:00 PM 0 57 7 0 1 0 0 0 0 0 0 0 0 65
10:00 PM 0 34 3 0 0 0 0 0 0 0 0 0 0 37
11:00 PM 0 17 1 0 0 0 0 0 0 0 0 0 0 18
Total 11 1,247 199 0 57 2 0 0 0 0 0 0 0 1,516
Percent 0.7% 82.3% 13.1% 0.0% 3.8% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
8 Project Manager: (415) 310-6469
[email protected] 290
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Total Study Average
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 6 3 0 0 0 0 0 0 0 0 0 0 9
1:00 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 5 2 0 1 0 0 0 0 0 0 0 0 8
4:00 AM 0 5 1 0 1 0 0 0 0 0 0 0 0 7
5:00 AM 0 17 6 0 5 0 0 0 0 0 0 0 0 28
6:00 AM 1 34 15 0 6 0 0 0 0 0 0 0 0 56
7:00 AM 0 70 26 0 8 0 0 0 0 0 0 0 0 104
8:00 AM 2 76 30 0 8 0 0 0 0 0 0 0 0 116
9:00 AM 1 40 20 0 4 0 0 0 0 0 0 0 0 65
10:00 AM 0 38 17 0 13 0 0 0 0 0 0 0 0 68
11:00 AM 1 74 32 0 10 0 0 0 0 0 0 0 0 117
12:00 PM 1 55 22 0 9 1 0 0 0 0 0 0 0 88
1:00 PM 1 43 22 0 5 0 0 0 0 0 0 0 0 71
2:00 PM 2 59 21 0 7 0 0 0 0 0 0 0 0 89
3:00 PM 1 69 29 0 8 0 0 0 0 0 0 0 0 107
4:00 PM 3 70 27 0 9 0 0 0 0 0 0 0 0 109
5:00 PM 4 59 23 0 9 0 0 0 0 0 0 0 0 95
6:00 PM 1 67 25 0 5 0 0 0 0 0 0 0 0 98
7:00 PM 1 69 24 0 5 0 0 0 0 0 0 0 0 99
8:00 PM 1 41 15 0 3 0 0 0 0 0 0 0 0 60
9:00 PM 0 36 12 0 2 0 0 0 0 0 0 0 0 50
10:00 PM 0 22 8 0 2 0 0 0 0 0 0 0 0 32
11:00 PM 0 11 4 0 1 0 0 0 0 0 0 0 0 16
Total 20 970 388 0 121 1 0 0 0 0 0 0 0 1,500
Percent 1.3% 64.7% 25.9% 0.0% 8.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data.
FHWA Vehicle Classification
9 Project Manager: (415) 310-6469
[email protected] 291
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
3-Day (Tuesday - Thursday) Average
Eastbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 10 0 0 0 0 0 0 0 0 0 0 0 10
1:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5
3:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 8 1 0 0 0 0 0 0 0 0 0 0 9
6:00 AM 0 22 2 0 3 0 0 0 0 0 0 0 0 27
7:00 AM 1 70 12 0 6 0 0 0 0 0 0 0 0 89
8:00 AM 1 74 8 0 5 0 0 0 0 0 0 0 0 88
9:00 AM 0 45 10 0 3 0 0 0 0 0 0 0 0 58
10:00 AM 0 54 12 0 3 0 0 0 0 0 0 0 0 69
11:00 AM 0 72 11 0 2 1 0 0 0 0 0 0 0 86
12:00 PM 1 60 9 0 5 1 0 0 0 0 0 0 0 76
1:00 PM 2 67 9 0 4 0 0 0 0 0 0 0 0 82
2:00 PM 1 86 13 0 8 0 0 0 0 0 0 0 0 108
3:00 PM 1 108 18 0 6 0 0 0 0 0 0 0 0 133
4:00 PM 1 97 24 0 4 0 0 0 0 0 0 0 0 126
5:00 PM 1 121 23 0 3 0 0 0 0 0 0 0 0 148
6:00 PM 1 92 15 0 2 0 0 0 0 0 0 0 0 110
7:00 PM 0 79 11 0 1 0 0 0 0 0 0 0 0 91
8:00 PM 1 58 8 0 1 0 0 0 0 0 0 0 0 68
9:00 PM 0 57 7 0 1 0 0 0 0 0 0 0 0 65
10:00 PM 0 34 3 0 0 0 0 0 0 0 0 0 0 37
11:00 PM 0 17 1 0 0 0 0 0 0 0 0 0 0 18
Total 11 1,247 199 0 57 2 0 0 0 0 0 0 0 1,516
Percent 0.7% 82.3% 13.1% 0.0% 3.8% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
10 Project Manager: (415) 310-6469
[email protected] 292
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
3-Day (Tuesday - Thursday) Average
Westbound
Total
Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume
12:00 AM 0 6 3 0 0 0 0 0 0 0 0 0 0 9
1:00 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 5 2 0 1 0 0 0 0 0 0 0 0 8
4:00 AM 0 5 1 0 1 0 0 0 0 0 0 0 0 7
5:00 AM 0 17 6 0 5 0 0 0 0 0 0 0 0 28
6:00 AM 1 34 15 0 6 0 0 0 0 0 0 0 0 56
7:00 AM 0 70 26 0 8 0 0 0 0 0 0 0 0 104
8:00 AM 2 76 30 0 8 0 0 0 0 0 0 0 0 116
9:00 AM 1 40 20 0 4 0 0 0 0 0 0 0 0 65
10:00 AM 0 38 17 0 13 0 0 0 0 0 0 0 0 68
11:00 AM 1 74 32 0 10 0 0 0 0 0 0 0 0 117
12:00 PM 1 55 22 0 9 1 0 0 0 0 0 0 0 88
1:00 PM 1 43 22 0 5 0 0 0 0 0 0 0 0 71
2:00 PM 2 59 21 0 7 0 0 0 0 0 0 0 0 89
3:00 PM 1 69 29 0 8 0 0 0 0 0 0 0 0 107
4:00 PM 3 70 27 0 9 0 0 0 0 0 0 0 0 109
5:00 PM 4 59 23 0 9 0 0 0 0 0 0 0 0 95
6:00 PM 1 67 25 0 5 0 0 0 0 0 0 0 0 98
7:00 PM 1 69 24 0 5 0 0 0 0 0 0 0 0 99
8:00 PM 1 41 15 0 3 0 0 0 0 0 0 0 0 60
9:00 PM 0 36 12 0 2 0 0 0 0 0 0 0 0 50
10:00 PM 0 22 8 0 2 0 0 0 0 0 0 0 0 32
11:00 PM 0 11 4 0 1 0 0 0 0 0 0 0 0 16
Total 20 970 388 0 121 1 0 0 0 0 0 0 0 1,500
Percent 1.3% 64.7% 25.9% 0.0% 8.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% FHWA Vehicle Classification
11 Project Manager: (415) 310-6469
[email protected] 293
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Count Direction: Eastbound / Westbound
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume Eastbound 34 80 298 1,136 1,861 911 186 46 7 2 1 1 0 0 0 0 0 4,563 Percent 0.7% 1.8% 6.5% 24.9% 40.8% 20.0% 4.1% 1.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Westbound 33 80 160 739 1,546 1,264 498 148 37 10 3 1 0 0 0 0 0 4,519 Percent 0.7% 1.8% 3.5% 16.4% 34.2% 28.0% 11.0% 3.3% 0.8% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 67 160 458 1,875 3,407 2,175 684 194 44 12 4 2 0 0 0 0 0 9,082 Percent 0.7% 1.8% 5.0% 20.6% 37.5% 23.9% 7.5% 2.1% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Eastbound Eastbound
50th Percentile (Median) 27.0 mph Mean (Average) Speed 26.8 mph
31.9 mph 10 mph Pace 22.0 - 32.0 mph
35.2 mph Percent in Pace 70.3 %
Westbound Westbound
50th Percentile (Median) 29.1 mph Mean (Average) Speed 29.2 mph
35.1 mph 10 mph Pace 24.6 - 34.6 mph
39.4 mph Percent in Pace 62.5 %
Vehicle Speed Report Summary
Study Total
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 12 85th Percentile
95th Percentile
85th Percentile
95th Percentile
1 Project Manager: (415) 310-6469
[email protected] 294
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code:
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 4 4 1 0 1 0 0 0 0 0 0 0 0 0 10
1:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 0 0 1 1 1 0 1 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 0 0 1 3 1 0 0 0 0 0 0 0 0 0 0 0 5
5:00 AM 0 1 0 3 4 5 0 1 0 0 0 0 0 0 0 0 0 14
6:00 AM 1 0 9 4 11 3 1 0 0 0 0 0 0 0 0 0 0 29
7:00 AM 0 0 1 23 41 14 3 2 0 0 0 0 0 0 0 0 0 84
8:00 AM 1 2 6 26 42 16 1 1 0 0 0 0 0 0 0 0 0 95
9:00 AM 0 2 8 17 19 4 3 0 0 0 0 0 0 0 0 0 0 53
10:00 AM 0 2 5 16 28 11 3 0 0 0 0 0 0 0 0 0 0 65
11:00 AM 1 0 7 25 27 18 4 0 0 0 0 0 0 0 0 0 0 82
12:00 PM 1 1 5 18 31 7 4 1 0 0 0 0 0 0 0 0 0 68
1:00 PM 2 1 5 17 32 22 3 1 0 0 0 0 0 0 0 0 0 83
2:00 PM 2 1 1 14 47 23 4 1 0 0 0 0 0 0 0 0 0 93
3:00 PM 2 4 4 20 65 31 6 0 1 0 0 1 0 0 0 0 0 134
4:00 PM 0 1 13 19 51 30 5 2 0 0 0 0 0 0 0 0 0 121
5:00 PM 0 1 7 42 60 26 9 3 0 0 1 0 0 0 0 0 0 149
6:00 PM 0 0 3 29 52 30 5 0 0 0 0 0 0 0 0 0 0 119
7:00 PM 1 1 9 25 36 14 1 1 0 0 0 0 0 0 0 0 0 88
8:00 PM 1 0 4 18 35 9 1 2 0 0 0 0 0 0 0 0 0 70
9:00 PM 0 0 11 18 25 11 3 0 0 0 0 0 0 0 0 0 0 68
10:00 PM 0 1 6 7 13 8 0 0 0 0 0 0 0 0 0 0 0 35
11:00 PM 0 0 0 2 8 5 2 0 0 0 0 0 0 0 0 0 0 17
Total 12 18 104 353 636 290 58 18 1 0 1 1 0 0 0 0 0 1,492 Percent 0.8% 1.2% 7.0% 23.7% 42.6% 19.4% 3.9% 1.2% 0.1% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 27.0 mph Mean (Average) Speed 26.9 mph 85th Percentile 31.9 mph 10 mph Pace mph
95th Percentile 35.2 mph Percent in Pace 71.1 %
Tuesday, May 11, 2021
Speed Range (mph)
22.4 - 32.4
12 Daily Percentile Speed Summary Speed Statistics
2 Project Manager: (415) 310-6469
[email protected] 295
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 0 3 1 2 2 2 0 0 0 0 0 0 0 0 0 11
1:00 AM 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 3
2:00 AM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 0 0 1 0 2 2 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3
5:00 AM 0 0 0 4 6 11 3 4 2 0 0 0 0 0 0 0 0 30
6:00 AM 0 0 2 10 15 18 9 3 3 0 0 0 0 0 0 0 0 60
7:00 AM 0 0 3 12 31 37 17 8 1 0 0 0 0 0 0 0 0 109
8:00 AM 0 1 2 13 56 29 15 5 1 0 0 0 0 0 0 0 0 122
9:00 AM 0 1 1 11 22 19 5 1 1 0 0 0 0 0 0 0 0 61
10:00 AM 0 0 1 11 25 11 8 3 0 1 0 0 0 0 0 0 0 60
11:00 AM 1 1 1 17 44 42 11 3 1 0 0 0 0 0 0 0 0 121
12:00 PM 0 1 4 7 25 32 14 3 0 0 0 0 0 0 0 0 0 86
1:00 PM 2 0 0 11 18 20 8 2 1 0 0 0 0 0 0 0 0 62
2:00 PM 1 1 0 11 25 32 12 7 4 0 0 0 0 0 0 0 0 93
3:00 PM 0 3 5 17 39 20 11 4 1 1 0 0 0 0 0 0 0 101
4:00 PM 0 2 3 13 34 35 13 4 1 0 0 0 0 0 0 0 0 105
5:00 PM 1 2 6 8 29 36 4 5 0 0 0 0 0 0 0 0 0 91
6:00 PM 1 0 6 17 37 27 9 0 1 0 0 0 0 0 0 0 0 98
7:00 PM 0 3 5 26 48 21 3 0 2 0 1 0 0 0 0 0 0 109
8:00 PM 0 1 2 16 19 21 5 3 0 0 0 0 0 0 0 0 0 67
9:00 PM 0 1 2 7 22 15 2 1 0 0 0 0 0 0 0 0 0 50
10:00 PM 0 0 2 6 13 10 3 0 0 0 0 0 0 0 0 0 0 34
11:00 PM 0 0 0 0 5 2 0 1 0 0 0 0 0 0 0 0 0 8
Total 6 18 45 222 519 444 157 59 19 2 1 0 0 0 0 0 0 1,492 Percent 0.4% 1.2% 3.0% 14.9% 34.8% 29.8% 10.5% 4.0% 1.3% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 29.4 mph Mean (Average) Speed 29.6 mph 85th Percentile 35.3 mph 10 mph Pace mph
95th Percentile 40.5 mph Percent in Pace 64.88 %
24.6 - 34.6
Tuesday, May 11, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
3 Project Manager: (415) 310-6469
[email protected] 296
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 3 3 3 1 0 0 0 0 0 0 0 0 0 0 10
1:00 AM 1 1 0 1 3 1 0 0 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 0 8
3:00 AM 0 0 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 0 0 2 1 5 1 0 0 0 0 0 0 0 0 0 0 9
6:00 AM 0 0 5 8 11 4 0 0 0 0 0 0 0 0 0 0 0 28
7:00 AM 2 2 5 28 44 13 2 1 0 0 0 0 0 0 0 0 0 97
8:00 AM 1 4 8 19 29 18 5 1 0 0 0 0 0 0 0 0 0 85
9:00 AM 0 0 6 18 25 17 1 0 0 0 0 0 0 0 0 0 0 67
10:00 AM 0 1 3 23 31 15 5 1 0 0 0 0 0 0 0 0 0 79
11:00 AM 0 1 5 16 41 17 4 0 1 0 0 0 0 0 0 0 0 85
12:00 PM 1 0 12 22 28 15 5 0 0 0 0 0 0 0 0 0 0 83
1:00 PM 0 1 2 19 32 22 6 0 0 0 0 0 0 0 0 0 0 82
2:00 PM 1 4 3 20 51 26 4 0 0 0 0 0 0 0 0 0 0 109
3:00 PM 1 2 10 28 49 30 8 3 1 0 0 0 0 0 0 0 0 132
4:00 PM 1 0 1 31 48 44 8 2 0 0 0 0 0 0 0 0 0 135
5:00 PM 0 2 7 27 54 38 7 3 0 0 0 0 0 0 0 0 0 138
6:00 PM 1 4 9 20 48 30 2 0 1 0 0 0 0 0 0 0 0 115
7:00 PM 0 3 4 16 34 17 4 1 0 0 0 0 0 0 0 0 0 79
8:00 PM 0 2 6 24 26 9 4 1 0 0 0 0 0 0 0 0 0 72
9:00 PM 1 0 4 17 24 6 2 2 0 0 0 0 0 0 0 0 0 56
10:00 PM 0 4 1 8 18 6 4 1 1 0 0 0 0 0 0 0 0 43
11:00 PM 0 0 0 3 14 4 0 0 0 0 0 0 0 0 0 0 0 21
Total 10 31 91 354 625 345 73 16 4 0 0 0 0 0 0 0 0 1,549 Percent 0.6% 2.0% 5.9% 22.9% 40.3% 22.3% 4.7% 1.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 27.3 mph Mean (Average) Speed 27.1 mph 85th Percentile 31.9 mph 10 mph Pace mph
95th Percentile 35.7 mph Percent in Pace 71.0 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
22.6 - 32.6
4 Project Manager: (415) 310-6469
[email protected] 297
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 1 2 3 1 1 0 0 0 0 0 0 0 0 0 0 9
1:00 AM 0 0 0 2 1 1 2 1 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 0 0 2 2 4 1 0 0 0 0 0 0 0 0 0 0 9
4:00 AM 0 0 0 0 4 3 0 0 0 0 0 0 0 0 0 0 0 7
5:00 AM 0 0 1 1 5 6 6 3 1 0 0 0 0 0 0 0 0 23
6:00 AM 0 1 1 8 16 16 9 5 2 1 0 0 0 0 0 0 0 59
7:00 AM 0 1 3 16 26 33 16 5 0 0 0 0 0 0 0 0 0 100
8:00 AM 1 1 3 18 34 31 17 2 1 0 0 0 0 0 0 0 0 108
9:00 AM 1 0 1 7 21 26 10 0 0 0 1 0 0 0 0 0 0 67
10:00 AM 0 0 3 8 27 20 11 5 1 0 1 0 0 0 0 0 0 76
11:00 AM 0 4 2 17 38 43 11 4 0 0 0 0 0 0 0 0 0 119
12:00 PM 2 2 3 3 30 26 14 0 1 0 0 0 0 0 0 0 0 81
1:00 PM 2 0 5 6 31 25 12 4 0 1 0 0 0 0 0 0 0 86
2:00 PM 1 2 2 15 31 22 8 1 1 0 0 0 0 0 0 0 0 83
3:00 PM 2 3 4 17 47 31 12 0 0 0 0 0 0 0 0 0 0 116
4:00 PM 1 4 2 23 46 31 10 1 1 1 0 0 0 0 0 0 0 120
5:00 PM 1 1 4 14 25 26 12 1 0 0 0 0 0 0 0 0 0 84
6:00 PM 0 1 2 17 18 25 18 5 0 0 0 0 0 0 0 0 0 86
7:00 PM 1 2 3 21 29 19 10 1 1 1 0 0 0 0 0 0 0 88
8:00 PM 0 2 2 11 24 16 4 2 0 0 0 0 0 0 0 0 0 61
9:00 PM 1 1 1 14 22 14 1 2 0 0 0 0 0 0 0 0 0 56
10:00 PM 0 0 2 4 12 5 4 3 0 0 0 0 0 0 0 0 0 30
11:00 PM 0 0 0 5 10 4 3 0 0 0 0 0 0 0 0 0 0 22
Total 13 26 45 231 503 431 192 45 9 4 2 0 0 0 0 0 0 1,501 Percent 0.9% 1.7% 3.0% 15.4% 33.5% 28.7% 12.8% 3.0% 0.6% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 29.2 mph Mean (Average) Speed 29.4 mph 85th Percentile 35.5 mph 10 mph Pace mph
95th Percentile 39.0 mph Percent in Pace 62.56 %
Wednesday, May 12, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
24.3 - 34.3
5 Project Manager: (415) 310-6469
[email protected] 298
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 3 3 1 1 0 0 1 0 0 0 0 0 0 0 9
1:00 AM 0 0 0 2 1 4 0 0 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3
5:00 AM 0 0 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 5
6:00 AM 0 0 1 8 12 3 1 0 0 0 0 0 0 0 0 0 0 25
7:00 AM 1 1 3 26 37 16 2 0 0 0 0 0 0 0 0 0 0 86
8:00 AM 1 1 4 25 36 13 4 0 0 0 0 0 0 0 0 0 0 84
9:00 AM 3 5 8 14 16 7 2 0 0 0 0 0 0 0 0 0 0 55
10:00 AM 0 0 3 18 28 8 4 2 0 0 0 0 0 0 0 0 0 63
11:00 AM 0 1 8 21 37 21 3 1 0 0 0 0 0 0 0 0 0 92
12:00 PM 1 2 8 13 32 16 2 3 0 0 0 0 0 0 0 0 0 77
1:00 PM 2 4 7 19 32 16 3 0 0 0 0 0 0 0 0 0 0 83
2:00 PM 0 1 1 27 53 30 9 1 1 0 0 0 0 0 0 0 0 123
3:00 PM 0 3 3 41 57 25 4 0 0 0 0 0 0 0 0 0 0 133
4:00 PM 0 2 5 29 51 28 5 3 0 0 0 0 0 0 0 0 0 123
5:00 PM 1 4 18 51 56 23 3 1 0 0 0 0 0 0 0 0 0 157
6:00 PM 1 1 7 31 33 20 2 1 0 1 0 0 0 0 0 0 0 97
7:00 PM 0 3 10 37 46 7 3 0 0 0 0 0 0 0 0 0 0 106
8:00 PM 0 0 6 26 20 10 1 0 0 0 0 0 0 0 0 0 0 63
9:00 PM 1 3 4 24 21 14 5 0 1 0 0 0 0 0 0 0 0 73
10:00 PM 0 0 3 7 15 8 0 0 0 0 0 0 0 0 0 0 0 33
11:00 PM 0 0 3 6 8 0 0 0 0 0 0 0 0 0 0 0 0 17
Total 12 31 103 429 600 276 55 12 2 2 0 0 0 0 0 0 0 1,522 Percent 0.8% 2.0% 6.8% 28.2% 39.4% 18.1% 3.6% 0.8% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 26.6 mph Mean (Average) Speed 26.4 mph 85th Percentile 31.7 mph 10 mph Pace mph
95th Percentile 34.9 mph Percent in Pace 69.6 %
Thursday, May 13, 2021
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
21.1 - 31.1
6 Project Manager: (415) 310-6469
[email protected] 299
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 3 2 1 1 0 0 0 0 0 0 0 0 0 0 7
1:00 AM 0 0 1 2 1 2 0 1 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 0 1 1 2 2 0 1 1 0 0 0 0 0 0 0 0 8
4:00 AM 1 1 0 0 3 4 1 0 1 0 0 0 0 0 0 0 0 11
5:00 AM 0 0 0 1 3 14 6 5 1 0 0 0 0 0 0 0 0 30
6:00 AM 0 1 0 9 15 13 9 4 0 0 0 0 0 0 0 0 0 51
7:00 AM 0 0 3 20 43 27 10 3 0 0 0 0 0 0 0 0 0 106
8:00 AM 1 3 3 14 49 33 16 1 0 0 0 0 0 0 0 0 0 120
9:00 AM 1 2 3 9 18 28 4 0 1 0 0 0 0 0 0 0 0 66
10:00 AM 0 2 2 14 27 22 3 2 0 0 0 0 0 0 0 0 0 72
11:00 AM 1 1 2 17 38 32 14 6 0 0 0 0 0 0 0 0 0 111
12:00 PM 1 1 5 22 32 24 7 2 2 0 0 0 0 0 0 0 0 96
1:00 PM 0 3 3 8 24 12 10 2 1 0 0 0 0 0 0 0 0 63
2:00 PM 2 1 0 15 32 25 14 3 0 0 0 0 0 0 0 0 0 92
3:00 PM 2 3 8 25 39 19 6 3 1 1 0 0 0 0 0 0 0 107
4:00 PM 0 1 3 14 36 29 14 3 0 1 0 0 0 0 0 0 0 101
5:00 PM 0 8 12 25 35 20 8 2 1 1 0 0 0 0 0 0 0 112
6:00 PM 3 1 10 35 38 19 7 0 0 0 0 0 0 0 0 0 0 113
7:00 PM 0 5 10 24 37 19 6 0 0 0 0 0 0 0 0 0 0 101
8:00 PM 1 2 3 12 15 14 5 3 0 1 0 0 0 0 0 0 0 56
9:00 PM 1 0 1 9 14 15 4 0 0 0 0 0 0 0 0 0 0 44
10:00 PM 0 1 0 5 12 11 3 0 0 0 0 1 0 0 0 0 0 33
11:00 PM 0 0 0 1 9 2 1 3 0 0 0 0 0 0 0 0 0 16
Total 14 36 70 286 524 389 149 44 9 4 0 1 0 0 0 0 0 1,526 Percent 0.9% 2.4% 4.6% 18.7% 34.3% 25.5% 9.8% 2.9% 0.6% 0.3% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 28.4 mph Mean (Average) Speed 28.5 mph 85th Percentile 34.7 mph 10 mph Pace mph
95th Percentile 38.9 mph Percent in Pace 61.4 %
Speed Range (mph)
Thursday, May 13, 2021
Daily Percentile Speed Summary Speed Statistics
23.3 - 33.3
7 Project Manager: (415) 310-6469
[email protected] 300
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Eastbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 3 3 2 1 0 0 0 0 0 0 0 0 0 0 9
1:00 AM 0 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 5
2:00 AM 0 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 5
3:00 AM 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3
5:00 AM 0 0 0 2 2 4 0 0 0 0 0 0 0 0 0 0 0 8
6:00 AM 0 0 5 7 11 3 1 0 0 0 0 0 0 0 0 0 0 27
7:00 AM 1 1 3 26 41 14 2 1 0 0 0 0 0 0 0 0 0 89
8:00 AM 1 2 6 23 36 16 3 1 0 0 0 0 0 0 0 0 0 88
9:00 AM 1 2 7 16 20 9 2 0 0 0 0 0 0 0 0 0 0 57
10:00 AM 0 1 4 19 29 11 4 1 0 0 0 0 0 0 0 0 0 69
11:00 AM 0 1 7 21 35 19 4 0 0 0 0 0 0 0 0 0 0 87
12:00 PM 1 1 8 18 30 13 4 1 0 0 0 0 0 0 0 0 0 76
1:00 PM 1 2 5 18 32 20 4 0 0 0 0 0 0 0 0 0 0 82
2:00 PM 1 2 2 20 50 26 6 1 0 0 0 0 0 0 0 0 0 108
3:00 PM 1 3 6 30 57 29 6 1 1 0 0 0 0 0 0 0 0 134
4:00 PM 0 1 6 26 50 34 6 2 0 0 0 0 0 0 0 0 0 125
5:00 PM 0 2 11 40 57 29 6 2 0 0 0 0 0 0 0 0 0 147
6:00 PM 1 2 6 27 44 27 3 0 0 0 0 0 0 0 0 0 0 110
7:00 PM 0 2 8 26 39 13 3 1 0 0 0 0 0 0 0 0 0 92
8:00 PM 0 1 5 23 27 9 2 1 0 0 0 0 0 0 0 0 0 68
9:00 PM 1 1 6 20 23 10 3 1 0 0 0 0 0 0 0 0 0 65
10:00 PM 0 2 3 7 15 7 1 0 0 0 0 0 0 0 0 0 0 35
11:00 PM 0 0 1 4 10 3 1 0 0 0 0 0 0 0 0 0 0 19
Total 9 26 99 380 619 303 62 13 1 0 0 0 0 0 0 0 0 1,512 Percent 0.6% 1.7% 6.5% 25.1% 40.9% 20.0% 4.1% 0.9% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 27.0 mph Mean (Average) Speed 26.8 mph 85th Percentile 31.9 mph 10 mph Pace 22.0 - 32.0 mph
95th Percentile 35.2 mph Percent in Pace 70.3 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
8 Project Manager: (415) 310-6469
[email protected] 301
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 to 5/13/2021
Site Code: 12
Westbound
Total
Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 0 3 2 1 1 1 0 0 0 0 0 0 0 0 0 9
1:00 AM 0 0 0 2 1 1 1 1 0 0 0 0 0 0 0 0 0 6
2:00 AM 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 0 0 1 1 3 1 0 0 0 0 0 0 0 0 0 0 6
4:00 AM 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 0 0 2 5 10 5 4 1 0 0 0 0 0 0 0 0 27
6:00 AM 0 1 1 9 15 16 9 4 2 0 0 0 0 0 0 0 0 57
7:00 AM 0 0 3 16 33 32 14 5 0 0 0 0 0 0 0 0 0 103
8:00 AM 1 2 3 15 46 31 16 3 1 0 0 0 0 0 0 0 0 118
9:00 AM 1 1 2 9 20 24 6 0 1 0 0 0 0 0 0 0 0 64
10:00 AM 0 1 2 11 26 18 7 3 0 0 0 0 0 0 0 0 0 68
11:00 AM 1 2 2 17 40 39 12 4 0 0 0 0 0 0 0 0 0 117
12:00 PM 1 1 4 11 29 27 12 2 1 0 0 0 0 0 0 0 0 88
1:00 PM 1 1 3 8 24 19 10 3 1 0 0 0 0 0 0 0 0 70
2:00 PM 1 1 1 14 29 26 11 4 2 0 0 0 0 0 0 0 0 89
3:00 PM 1 3 6 20 42 23 10 2 1 1 0 0 0 0 0 0 0 109
4:00 PM 0 2 3 17 39 32 12 3 1 1 0 0 0 0 0 0 0 110
5:00 PM 1 4 7 16 30 27 8 3 0 0 0 0 0 0 0 0 0 96
6:00 PM 1 1 6 23 31 24 11 2 0 0 0 0 0 0 0 0 0 99
7:00 PM 0 3 6 24 38 20 6 0 1 0 0 0 0 0 0 0 0 98
8:00 PM 0 2 2 13 19 17 5 3 0 0 0 0 0 0 0 0 0 61
9:00 PM 1 1 1 10 19 15 2 1 0 0 0 0 0 0 0 0 0 50
10:00 PM 0 0 1 5 12 9 3 1 0 0 0 0 0 0 0 0 0 31
11:00 PM 0 0 0 2 8 3 1 1 0 0 0 0 0 0 0 0 0 15
Total 10 27 53 248 513 422 163 50 12 2 0 0 0 0 0 0 0 1,500 Percent 0.7% 1.8% 3.5% 16.5% 34.2% 28.1% 10.9% 3.3% 0.8% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 29.1 mph Mean (Average) Speed 29.2 mph 85th Percentile 35.1 mph 10 mph Pace 24.6 - 34.6 mph
95th Percentile 39.4 mph Percent in Pace 62.5 %
Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph)
Total Study Average
9 Project Manager: (415) 310-6469
[email protected] 302
Location: Runnymede St BTWN Cooley Ave & Clarke Ave
Date Range: 5/11/2021 - 5/17/2021
Site Code: 12
Time 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 10 11 21 10 9 19 9 7 16 - - - - - - - - - - - - 10 9 19 1:00 AM 2 3 5 7 7 14 7 7 14 - - - - - - - - - - - - 5 6 11 2:00 AM 4 3 7 8 4 12 4 3 7 - - - - - - - - - - - - 5 3 9 3:00 AM 4 5 9 5 9 14 4 8 12 - - - - - - - - - - - - 4 7 12 4:00 AM 5 3 8 4 7 11 3 11 14 - - - - - - - - - - - - 4 7 11 5:00 AM 14 30 44 9 23 32 5 30 35 - - - - - - - - - - - - 9 28 37 6:00 AM 29 60 89 28 59 87 25 51 76 - - - - - - - - - - - - 27 57 84 7:00 AM 84 109 193 97 100 197 86 106 192 - - - - - - - - - - - - 89 105 194 8:00 AM 95 122 217 85 108 193 84 120 204 - - - - - - - - - - - - 88 117 205 9:00 AM 53 61 114 67 67 134 55 66 121 - - - - - - - - - - - - 58 65 123 10:00 AM 65 60 125 79 76 155 63 72 135 - - - - - - - - - - - - 69 69 138 11:00 AM 82 121 203 85 119 204 92 111 203 - - - - - - - - - - - - 86 117 203 12:00 PM 68 86 154 83 81 164 77 96 173 - - - - - - - - - - - - 76 88 164 1:00 PM 83 62 145 82 86 168 83 63 146 - - - - - - - - - - - - 83 70 153 2:00 PM 93 93 186 109 83 192 123 92 215 - - - - - - - - - - - - 108 89 198 3:00 PM 134 101 235 132 116 248 133 107 240 - - - - - - - - - - - - 133 108 241 4:00 PM 121 105 226 135 120 255 123 101 224 - - - - - - - - - - - - 126 109 235 5:00 PM 149 91 240 138 84 222 157 112 269 - - - - - - - - - - - - 148 96 244 6:00 PM 119 98 217 115 86 201 97 113 210 - - - - - - - - - - - - 110 99 209 7:00 PM 88 109 197 79 88 167 106 101 207 - - - - - - - - - - - - 91 99 190 8:00 PM 70 67 137 72 61 133 63 56 119 - - - - - - - - - - - - 68 61 130 9:00 PM 68 50 118 56 56 112 73 44 117 - - - - - - - - - - - - 66 50 116 10:00 PM 35 34 69 43 30 73 33 33 66 - - - - - - - - - - - - 37 32 69 11:00 PM 17 8 25 21 22 43 17 16 33 - - - - - - - - - - - - 18 15 34 Total 1,492 1,492 2,984 1,549 1,501 3,050 1,522 1,526 3,048 - - - - - - - - - - - - 1,521 1,506 3,027 Percent 50% 50% - 51% 49% - 50% 50% - - - - - - - - - - - - - 50% 50% - AM Peak 08:00 08:00 08:00 07:00 11:00 11:00 11:00 08:00 08:00 - - - - - - - - - - - - 07:00 11:00 08:00 Vol. 95 122 217 97 119 204 92 120 204 - - - - - - - - - - - - 89 117 205 PM Peak 17:00 19:00 17:00 17:00 16:00 16:00 17:00 18:00 17:00 - - - - - - - - - - - - 17:00 16:00 17:00 Vol. 149 109 240 138 120 255 157 113 269 - - - - - - - - - - - - 148 109 244
1. Mid-week average includes data between Tuesday and Thursday. 5/14/2021 5/15/2021 5/16/2021 5/17/2021
Tuesday Wednesday Thursday
5/11/2021 5/12/2021 5/13/2021 Mid-Week Average
Friday Saturday Sunday Monday
1 Project Manager: (415) 310-6469
[email protected] 303
CONSENT ITEM 3.3
EAST PALO ALTO
CITY COUNCIL
STAFF REPORT
DATE: October 3, 2023
TO: Honorable Mayor and Members of the City Council
VIA: Melvin E. Gaines, City Manager
BY: Batool Zaro, Associate Engineer
Jeff Liu, Police Chief
Humza Javed, Public Works Director
SUBJECT: City’s Response to the San Mateo County’s Grand Jury Report “Bike Safety in San Mateo County: Making Bicycling Safer in San Mateo County” Recommendation
Adopt a resolution:
1. Approving the City’s response to the San Mateo County’s Civil grand jury report “Bike Safety in San Mateo County: Making Bicycling Safer in San Mateo County”; and
2. Authorizing the City Manager to submit the response on behalf of the City the San Mateo County Civil Grand Jury’s report (Bike Safety in San Mateo County:
Making Bicycling Safer in the County) to the San Mateo Superior Court Alignment with City Council Strategic Plan
This recommendation is primarily aligned with:
Priority No. 1: Enhance Public Safety and Emergency Preparedness Priority No. 4: Improve Public Facilities and Infrastructure Priority No. 6: Create a Healthy and Safe Community
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CONSENT ITEM 3.3
Background
The San Mateo County Civil grand jury is an independent judicial body composed of 19 citizens. The San Mateo County grand jury is a fact-finding body who makes specific recommendations to a wide range of topics to help improve local government operations.
On July 10, 2023, the San Mateo County Civil grand jury issued a report titled “Bike Safety in San Mateo County: Making Bicycling Safer in San Mateo County” included as Attachment 3.
The City of East Palo Alto, like other jurisdictions in the County of San Mateo, is required to submit comments on the findings and recommendations pertaining to the matters over which it has some decision-making authority within 90 days. The City Council’s response to the report is due no later than October 10th, 2023. Response letters must be approved by the governing body of each jurisdiction at a public meeting.
The City is required to respond to the Grand Jury Report according to Penal Code 933.05 The grand jury report discusses the importance of improving bicycle safety to increase ridership. It describes that this can be done by:
Educating bicyclists and motorists about bicycle rules of the road; Developing consistent communications among government organizations responsible for bike safety;
Conducting enforcement details in each jurisdiction to ensure enforcement leads to education; and
Collecting accurate data about accidents and incidents to support and justify grant applications for the funding of improvements.
The report highlights the benefits of increasing bike ridership. The report emphasizes the health benefits, environmental benefits, traffic congestion reductions, economic benefits, and social benefits.
In January 2023, California amended the California Vehicle Code (CVC). The new law (AB. 1909) requires all motorists to give a bicyclist three feet of clearance when passing on the lefthand side of the bicyclist or (depending on the width of the road) reduce speed appropriately, when passing. (See CVC: 21750 (b) (c) (d)). Actions related to this new law are addressed as part of the recommendations.
Analysis
The grand jury made 9 findings and 7 recommendations in its report.
The City of East Palo Alto’s response to the grand jury’s findings and recommendations are included in Attachment 2.
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CONSENT ITEM 3.3
Fiscal Impact
No Fiscal Impact with this action.
Public Notice
The public was provided notice of this agenda item by posting the City Council agenda on the City’s official bulletin board outside City Hall and making the agenda and report available at the City’s website and at the San Mateo Co. Library located at 2415 University Avenue, East Palo Alto.
Environmental
The action being considered does not constitute a “Project” within the meaning of the California Environmental Quality Act (CEQA), pursuant to CEQA Guideline section 15378 (b)(5), in that it is a government administrative activity that will not result in direct or indirect changes in the environment.
Attachments:
1. Resolution
2. City of East Palo Alto’s Grand Jury Response
3. Grand Jury report titled “Bike Safety in San Mateo County: Making Bicycling Safer in the County.”
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Resolution No. XX-2023 1 of 2
RESOLUTION NO. XX – 2023
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF EAST PALO ALTO
APPROVING THE CITY’S RESPONSE TO THE SAN MATEO COUNTY’S CIVIL GRAND JURY REPORT TITLED “BIKE SAFETY IN SAN MATEO COUNTY: MAKING BICYCLING SAFER IN SAN MATEO COUNTY” AND AUTHORIZING THE CITY MANANGER TO SUBMIT THE
RESPONSE TO THE SAN MATEO SUPERIOR COURT
WHEREAS, on July 10, 2023, the San Mateo County Civil grand jury issued a report titled “Bike Safety in San Mateo County: Making Bicycling Safer in San Mateo County”; and WHEREAS, the City of East Palo Alto (“City”), like other jurisdictions in the County of San Mateo, is required to submit comments on the findings and recommendations on the report by October 10, 2023; and
WHEREAS, the report addresses bike safety in San Mateo County; and WHEREAS, the City has prepared a response letter to the San Mateo County Civil Grand Jury report.
NOW, THEREFORE, BE IT RESOLVED THAT THE CITY COUNCIL OF THE CITY OF EAST PALO ALTO HEREBY:
1. Approves the City’s response to San Mateo County’s Civil Grand Jury Report “Bike Safety in San Mateo County: Making Bicycling Safer in San Mateo County”; and
2. Authorizes the City Manager to submit the response letter, on behalf of the City, attached hereto as Exhibit A and incorporated herein by this reference, to the San Mateo Superior Court.
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Resolution No. XX-2023 2 of 2
PASSED AND ADOPTED this 3rd day of October 2023, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Lisa Gauthier, Mayor
ATTEST: APPROVED AS TO FORM:
James Colin, City Clerk John D. Lê, City Attorney
308
The Honorable Judge Nancy L. Fineman
Judge of the Superior Court
San Mateo County Superior Court
400 County Center, 2nd Floor
Redwood City, CA 94063
Dear Honorable Judge Fineman:
Thank you for the opportunity to review and comment on the San Mateo County Civil Grand Jury Report titled Grand Jury Report: "Bike Safety in San Mateo County: Making Bicycling Safer in the County" released on July 10, 2023 (“Report”). The City Council of the City of East Palo Alto approved the following response to the Report at its October 3, 2023, meeting.
The City of East Palo Alto’s Response to Each Finding:
F1. Bicycle policy and the approach to ensuring/improving bicycle safety is not consistent across San Mateo County due, at least in part, to:
a. Topography
b. Urban vs. suburban environments
c. Types of bicyclists (commuter, recreational)
d. Varying levels of enforcement of bicycle laws
e. Differing knowledge of bicycle laws and safe practices.
City of East Palo Alto: City of East Palo Alto agrees with this finding.
F2. Bicycle ridership as an alternative means of transportation (e.g., commuting to work, school, or transit hubs, running errands) is not increasing due, at least in part, to perceived safety issues.
City of East Palo Alto: City of East Palo Alto disagrees with this finding. The City does not have data to back up this finding, and on that basis, cannot agree (or disagrees) with this finding.
F3. Bicycle accidents and incidents (such as near misses) are underreported, if reported at all.
City of East Palo Alto: City of East Palo Alto disagrees with this finding. The City does not have the data to back up this finding, and on that basis, cannot agree (or disagrees) with this finding.
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F4. Only bicycle accidents or incidents that trigger a 911 call are consistently logged in the State (SWITRS) database and law enforcement agencies do not log bicycle accident data consistently.
City of East Palo Alto: City of East Palo Alto disagrees with this finding. The City’s Police Department responds to and documents all bicycle related accidents (above and beyond 911 calls). The reports are routinely submitted to SWITRS.
F5. The amount of enforcement of laws, as they pertain to bicyclists and how motorists and bicyclists interact, is inconsistent due to other priorities (e.g., criminal enforcement and general automobile traffic) and the requirement that a citation can generally only be written if the violation is witnessed by an officer.
City of East Palo Alto: City of East Palo Alto agrees with this finding.
F6. There is no official metric in San Mateo County and its cities to evaluate how safe it is to ride a bicycle.
City of East Palo Alto: City of East Palo Alto agrees with this finding.
F7. Bicycle safety education, for the bicyclist, pedestrians and motorists, is not consistently offered across San Mateo County.
City of East Palo Alto: City of East Palo Alto agrees with this finding.
F8. Communication between various entities with responsibility for bicycle safety, including Bicycle and Pedestrian Advisory Committees (BPACs), Law Enforcement, City Transportation Planning, and Public Works departments, is not formalized, resulting in inefficiencies, and missed opportunities (e.g., funding for improvements, shared bike safety education, or improving signage).
2022-2023 San Mateo County Civil Grand Jury 18
City of East Palo Alto: City of East Palo Alto partially disagrees with this finding. Although county-wide communication between departments is not formalized, communication between departments is consistent within the agency.
F9. City Bicycle and Pedestrian Master Plans or Active Transportation Plans, have not been adopted/created by all SMC cities.
City of East Palo Alto: The City of East Palo Alto partially disagrees. The City does not have all the data for other agencies; however, the City has adopted the Southeast San Mateo County Community Based Transportation Plan. There is also the San Mateo County Comprehensive Bicycle and Pedestrian Plan which includes active transportation components throughout the City of East Palo Alto.
City of East Palo Alto Response to Recommendations:
R1. By December 2023, all law enforcement agencies and the County Sheriff should submit bicycle related data to SWITRS monthly, and regularly post and update their websites with all reported bicycle accident data.
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City of East Palo Alto: This recommendation has been partially implemented. SWITRS has been consistently reported by the Police Department. Updating the webpage requires further analysis as there are staffing barriers.
R2. By December 2023, all law enforcement agencies should begin sending warning letters to motorists for violations of the 3 ft. Law.
City of East Palo Alto: The recommendation requires further analysis and discussion. This would require the creation of an information-gathering system and personnel to monitor the submissions, evaluate the information, send letters, and track activity.
R3. By June 3, 2024, all law enforcement agencies should provide a means for citizens to report bicycle-related incidents that are not currently reported to law enforcement, similar to the SMC Sheriff’s Department Online Crime Reporting portal.
City of East Palo Alto: The recommendation has not yet been implemented, but will be implemented in the future.
R4. By June 3, 2024 each city, town, and unincorporated SMC should offer a bike safety education program for riders and motorists about the laws and safety facts related to bicycles on the road.
City of East Palo Alto: The recommendation has not yet been implemented, but will be implemented in the future. Staff will also investigate establishing funding to set up a program.
Staff plans to partner with local organizations, such as Live in Peace, to help coordinate this item.
R5. By June 3, 2024, each city, town, and unincorporated SMC should update or generate a new Bicycle and Pedestrian Master Plan (or Active Transportation Plan) if their current plan is older than five years; consistent with the 2021 C/CAG San Mateo County Comprehensive Bicycle and Pedestrian Plan.
City of East Palo Alto: The recommendation has not yet been implemented but will be implemented in the future. The City will likely adopt the 2021 C/CAG San Mateo County Comprehensive Bicycle and Pedestrian Plan.
R6. By June 3, 2024, each city, town, and the county should apply (or reapply) online to generate the Bicycle Friendly Community Report Card.
City of East Palo Alto: The recommendation has not yet been implemented but will be implemented in the future. This recommendation is to be implemented as part of the Bicycle Program to be established.
R7. By February 1, 2024, the County should meet with cities within the County that are willing to participate, to consider establishing a regional effort that integrates the cities’ bicycle plans and to discuss how the cities and County could work together to apply for grant opportunities as a region.
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City of East Palo Alto: The recommendation has not yet been implemented but will be implemented in the future. This recommendation requires regional coordination and will be implemented when the County establishes a regional meeting.
If you have further questions, please contact Humza Javed, Public Works Director at [email protected] or Police Chief, Jeff Liu at [email protected].
Sincerely,
Melvin E. Gaines, City Manager
City of East Palo Alto
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Bike Safety in San Mateo County
Making Bicycling Safer in the County
Release Date: July 10, 2023
2022-23 San Mateo County Civil Grand Jury
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2022-2023 San Mateo County Civil Grand Jury 1
“Biking is one of the few activities that checks all the boxes at once — it’s active, practical, social, sustainable, stress-relieving, fun, and is a great family activity. Biking has the unique ability to elevate the mundane — it turns errands into adventures. More people on bikes keeps our streets safer, our air cleaner and our communities better connected.” Sonia Elkes, 2021 Bike Champion of the Year for San Mateo County Bay Area Bike to Work Website “I often drive up Alpine Road near the Stanford golf course and I believe I would have a head-on crash with oncoming cars if I left a 3-foot margin between my car and the thoughtless bikers who ride out partially in the road. What is the best advice for that situation?” Comment on Bicyclists Can Now Report 3’ Rule Violations Online in The Almanac 5/12/2023. “On the afternoon of Monday, April 10, bicyclist Lester Legarda was fatally struck by a driver on Cañada Road, a rural route popular among walkers, equestrians, and bicyclists. Details of the crash scene suggest that the collision speed was high. One solution to prevent future tragedies along Cañada is tantalizingly simple — reduce the 50-mph speed limit. Sure, drivers will likely continue to exceed the speed limit. But just like the paint on the road that defines where drivers are supposed to drive, posted speed limits set expectations for acceptable driver behavior.” Reduce the speed limit on Canada Road San Mateo Daily Journal 04/20/23. 314
2022-2023 San Mateo County Civil Grand Jury 2
Bike Safety in San Mateo County: Making Bicycling Safer in the County ISSUE
As bicycle riding has become an ever more meaningful form of transportation, especially with the popularization of eBikes, the demand by County residents for safe micro-mobility solutions has soared. Are San Mateo County and its municipalities positioned to respond to safety concerns and meet those demands?
SUMMARY
Whether for commuting or recreational purposes, residents in every jurisdiction of San Mateo County (SMC), as well as from the surrounding Bay Area counties, use bicycles. Because bicycles are widely available, for some the only mode of getting to and from work and jobs, and ridden in every jurisdiction, bicycle safety has become an increasingly important issue for SMC and its cities and towns. Without greater focus on bike safety, the number of riders will remain low, because people will avoid bicycling when they don’t feel safe. The benefits of increasing bicycle riding are important to all residents of San Mateo County: reducing motor vehicles, healthy lifestyle and an inexpensive form of transportation. Accordingly, San Mateo County, and its cities and towns have a responsibility to make it safe for drivers and pedestrians, as well as bicyclists.
Due to differences in terrain, population density, and existing infrastructure, the 20 different municipalities and the unincorporated portions of the County have differing bicycle safety needs and requirements. Some cities are very hilly, making commuting to work, school, or transit stations nearly impossible. Others are more urban and accommodate many more commuting bicyclists. The County also has some areas that are primarily recreational biking destinations and areas that accommodate both commuting bicyclists and recreational bicyclists. As a result, each community also assigns a different level of importance to bicycle safety relative to other issues, such as crime, motor vehicle safety and public works improvement projects. And education and enforcement about bicycle laws varies from one jurisdiction to another.
Despite the differences among the jurisdictions, there are several commonalities. One is that cities and law enforcement do not consistently maintain records about bicycle near misses, accidents, or complaints; data is neither broadly available nor consistently maintained. Another commonality is that government entities focused on bicycling and/or improving bicycle safety do not communicate and collaborate with each other often enough, if at all. This makes it difficult to get accurate information on the number and severity of incidents and gauge how safe it is to bicycle in San Mateo County. Without data, and communication among the municipalities, San Mateo County and its cities and towns lose out on available state and local funding to improve bicycle safety through physical improvement projects.
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2022-2023 San Mateo County Civil Grand Jury 3
To improve bicycle safety and thereby increase ridership, San Mateo County and its cities and towns need to:
1. Create effective ways to educate bicycle riders and motorists about bicycle rules of the road to enhance predictability.
2. Develop consistent communications among government organizations responsible for bike safety (e.g., between law enforcement and public works).
3. Conduct enforcement details in each jurisdiction to ensure enforcement leads to education.
4. Collect accurate data about accidents and incidents that is crucial to supporting and justifying grant applications and funding from State and local agencies for physical improvements to infrastructure for bicyclists (e.g., connectivity of bicycle routes from one city to another), needed signage, and other engineering improvements.
BACKGROUND
Why is bike safety an important topic?
Statistically, the safer a person feels riding a bike, the more likely they will use it as regular transportation; both as a commuter and a recreational user.
Fifty-three percent of Americans worry about being hit by a motor vehicle when riding a bicycle; 47% say they would be more likely to ride a bike if pathways were physically separated from motor vehicles.1
However, bicycle accident statistics, though better than in 1998, averaged 231 fatalities and injuries over the last ten years. The average was 203 fatalities the last three years, but the drop includes the pandemic shutdown and more people working from home. The source of the recent data is the California Statewide Integrated Traffic Records System (SWITRS2) database, managed by the California Highway Patrol. All law enforcement agencies are required to submit accident data to the database on a regular basis.
A 2002-2003 SMC Civil Grand Jury titled, Bike Safety in San Mateo County3, questioned whether San Mateo County and the cities adequately consider and support safe bicycle travel? At that time, it was estimated that 46% of Americans bicycle for pleasure and 300,000 County residents bicycle at least occasionally. Commuting by bicycle was less than 1% in the County.
That year’s Grand Jury found that bicycle infrastructure for safe travel needed improvement, but funding was an issue. It also found that communication and planning between the county and the cities on bicycle projects and safety could be improved. And that throughout SMC, bicycle safety was not a high priority. The primary recommendation of the report was the county, and all cities should develop a long-term strategic bicycle and safety plan.
1 People for Bikes: https://www.peopleforbikes.org/news/building-for-tomorrow 2 https://iswitrs.chp.ca.gov/Reports/jsp/logout.do
3 https://www.sanmateocourt.org/court_divisions/grand_jury/2002reports.php?page=02SMC-Bicycle.html 316
2022-2023 San Mateo County Civil Grand Jury 4
A few things have changed since then.
Over the years, the focus of cities and the county on improving bike and pedestrian forms of transportation has increased:
● Bicycle maps and routes are now generally available online. ● The City/County Association of Governments (C/CAG) updated their San Mateo County Comprehensive Bicycle and Pedestrian Plan in 20114and 20215. ● California enacted Assembly Bill 1358, California Complete Streets Act of 20086, requiring all cities and counties to include complete streets policies as part of any substantial revision to the circulation element of their general plans; and cities and the County have adopted these complete streets policies, noting these policies in their Bicycle and Pedestrian Master Plans, or Active Transportation Plans. ● SMC and most of its municipalities have created and consistently upgraded their Bicycle and Pedestrian Master Plans.
● Unincorporated San Mateo County has created an Active Transportation Plan7(Active Transportation is a term often used to cover walking, bicycling, and other motorized devices as a primary mode of transportation).
● C/CAG, Unincorporated SMC and some cities have created Bike and Pedestrian Advisory Committees to address active transportation improvements, safety issues, and other citizen related requests.
Meanwhile, the number of bicyclists in San Mateo County has not increased since 2002, according to the California Household Travel Survey, which is regularly used for data on the number of bicyclists in a community, but is restricted to commuting.
The 2002 and 2012 surveys showed only 1% of SMC’s population rides bicycles as a form of transportation. Looking at the various municipalities’ Bicycle and Pedestrian Master Plans, and the surveys and counts discussed in the plans, bicycle commute ridership still hovers at approximately 1% within SMC.
It is important to note that the number of people in SMC using bicycles in lieu of a car has not increased in 20 years. This is in contrast to the estimated number of recreational bicyclists (46%) in SMC, who also use streets and bicycle paths and expect a safe ride8.
4 https://ccag.ca.gov/wp-content/uploads/2014/07/CBPP_Main-Report__Sept2011_FINAL.pdf 5 https://ccag.ca.gov/wp-content/uploads/2021/05/6_A1_San-Mateo-County-Comprehensive-Bicycle-andPedestrian-Plan-Update-Final-Plan.pdf 6 http://www.leginfo.ca.gov/pub/07-08/bill/asm/ab_1351-1400/ab_1358_bill_20080930_chaptered.pdf 7 https://www.smcsustainability.org/livable-communities/active-transportation/unincorporated-smc-activetransportation-plan/ 8 https://ccag.ca.gov/wp-content/uploads/2021/05/6_A1_San-Mateo-County-Comprehensive-Bicycle-andPedestrian-Plan-Update-Final-Plan.pdf 317
2022-2023 San Mateo County Civil Grand Jury 5
However, even with roadway and signage improvements over the past 20 years, there is much San Mateo cities and the county can do to improve bicycle safety.
DISCUSSION
The merits of bicycle riding may seem self-evident, but a wide range of research reveals often surprising benefits to local economies, personal health, the environment, traffic congestion, and pedestrian safety that are unique to bicycle friendly communities.
Health Benefits
Bicycle riding contributes to both physical and mental health. Regular exercise such as cycling can help prevent heart issues9such as stroke, heart attack, high blood pressure, and may also help prevent and manage type 2 diabetes.10 Riding a bicycle is good for cognitive health and emotional well-being and can ease feelings of stress, depression, or anxiety.11 All in all, bicycling for only 30 minutes a day reduces a person’s chances of diabetes, dementia, depression, colon cancer, cardiovascular disease, anxiety and high blood pressure by 40 percent or more.12
The World Health Organization has found that “If every adult EU citizen walked or cycled for 15 extra minutes per day, we’d have 100,000 fewer people dying prematurely, each year.”13 Environmental Benefits
Among the most obvious benefits of cycling is its benign effects on the environment. A solo driver in an average car releases about 1.1 pounds of CO2 per mile.14 A standard compact to midsize car that travels 12,000 miles will emit 11,000 pounds of CO2.15 The average car produces about 1.3 billion cubic yards of polluted air over the course of its lifespan plus worn tire particles, brake wear, and the emissions from other materials in the car also contribute to air pollution.16 Recent research in Europe found that traveling by bicycle instead of by car once a day decreases your transportation carbon footprint by 67%.17
9 https://www.hopkinsmedicine.org/health/wellness-and-prevention/exercise-and-the-heart 10 https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4942105/ 11https://www.psychologytoday.com/us/blog/minding-the-body/201505/bicycling-can-sharpen-your-thinking-and-improve-yourmood 12 https://www.exerciseismedicine.org/assets/page_documents/EIMFactSheet_2014.pdf 13 https://ecf.com/news-and-events/news/walking-and-cycling-reduce-congestion 14 https://www.sharetheroad.ca/what-are-the-environmental-traffic-congestion-benefits-of-cycling--s16223 15 https://www.treehugger.com/cars-are-causing-air-pollution-we-breathe-new-study-finds-4856825 16 https://www.scholaradvisor.com/essay-examples-for-college/bicycle-helps-reduce-air-pollution/ 17 https://www.sciencedirect.com/science/article/pii/S1361920921000687 318
2022-2023 San Mateo County Civil Grand Jury 6
Traffic
As active transportation choices like walking and bicycling gain attention and popularity, researchers are beginning to investigate the role these travel modes can play in reducing traffic congestion.18 Studies show that measures taken to promote bicycling and walking have a positive effect on congestion.
Research in Washington, DC identified a causal effect of the presence of a bike-share station on traffic congestion. The result is a 2-to-3% reduction in traffic congestion that can be attributed to the bike-share station within the sample.19
Economic Benefits
Among the more surprising findings is the positive economic impact from an increase in bicycle usage but studies show that the bicycle-related economy creates jobs, economic activity, and cost savings.20
Bicycle trails and facilities have a positive, statistically significant impact on home values; a 2006 study in Minneapolis found that the median home values rose $510 for every quarter mile they were located closer to an off-street bikeway.21
Indianapolis’ Cultural Trail, an 8-mile network of separated bike and pedestrian lanes, has reinvigorated a number of struggling business districts and sparked a whopping $1 billion in increased property values.22
And in an era when streets and sidewalks across the county are in various states of disrepair, bicycle projects can significantly reduce the cost of maintaining and expanding our transportation systems.23 Even protected bicycle lanes are “dirt cheap to build compared to road projects,” says Gabe Klein, a partner at Fontinalis, a venture capitalist firm founded by Ford Motor Co. Chairman Bill Ford. Cities everywhere need to be more efficient about the money they spend to move people. "We need to get more use from the streets we already have.” Research indicates that investments in cycling infrastructure generate more jobs per dollar spent than investments in road-only infrastructure; cycling projects create a total of 11.4 local jobs for each $1 million spent while road-only projects create 9.6 jobs per $1 million.24
18 https://kawarthanow.com/2019/01/17/reduce-traffic-congestion-bikes-can-do-that 19 https://www.resources.org/archives/commentary-does-bicycle-infrastructure-reduce-traffic-congestion/ 20 https://railyards.com/blog/7-benefits-of-bike-friendly-communities 21 https://smartcity.press/bicycle-infrastructure-in-smart-city/ 22 https://indyculturaltrail.org/2015/07/23/economic-impact-figures-released/ 23https://www.aarp.org/livable-communities/getting-around/info-2016/why-bicycling-infrastructure-is-good-for-people-whodont-ride-bikes.html 24 https://www.sharetheroad.ca/what-are-the-environmental-traffic-congestion-benefits-of-cycling--s16223 319
2022-2023 San Mateo County Civil Grand Jury 7
Bicycle friendly communities are important to millennial job seekers and functional bicycle infrastructures help companies attract talent. “States and cities are competing for the most mobile generation ever and so the job creators and the innovators are really pushing for these amenities.”25
Safety
The most comprehensive study of bicycle and road safety to date finds that building safe facilities for cyclists is one of the biggest factors in road safety for everyone. Bicycling infrastructure -- specifically, separated and protected bike lanes -- leads to fewer fatalities and better road-safety outcomes for all road users.26
Davis, CA was the first city to gain “platinum” status by the League of American Bicyclists and is often referred to as the “bicycle capital of America.” From 1996 to 2007, Davis only had nine fatal road crashes. Despite having the largest percentage of bike commuters in the United States, none of these accidents involved a bicyclist. With a fatal crash rate of less than 1.5 per 100,000 residents, far fewer people are killed on Davis’ roads than in the U.S. as a whole, which averaged
14.5 fatalities per 100,000 residents.
Portland, OR, another platinum bicycling city, saw a nearly 50% decrease in road fatalities as it increased its bicycle mode share from 1.2% in 1990 to 5.8% in 2000. Bike friendly communities are safer for all road users, no matter what type of transportation is being used.
Social Benefits
Finally, bicycle riding as an alternative to car travel is associated with a number of social benefits, including increased social interaction, social networks, and social capital.27 A bicycle rider has a completely different relationship with their environment than those who are cocooned in their cars.
When communities invest in bicycle infrastructure, everyone benefits. Overall, bicycle commuters are healthier and bicycle-friendly streets are safer for everyone on the road. Bicycle friendly communities reap economic benefits including more retail activity and increased home values. The evidence is clear: bicycling brings big benefits to communities who embrace it.
Status Today
Twenty years after the first San Mateo Grand Jury report, significant gaps remain in jurisdictions’ approach to bicycle safety:
25 https://railyards.com/blog/7-benefits-of-bike-friendly-communities 26 https://www.cnu.org/sites/default/files/marshallw_cnu18.pdf 27 https://www.peoplepoweredmovement.org/benefits-of-biking-walking/ 320
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● San Mateo County and its municipalities’ characteristics make it difficult to create a consistent approach to bicycle safety.
● The use of bicycle safety education as a tool to increase safety for bicyclists and motorists is underutilized Countywide.
● Communication and coordinated planning across city lines is the exception, rather than the norm. Reporting of bicycle-related incidents is inconsistent throughout the county. ● Enforcement of bicycle laws, for motorists and bicyclists, is inconsistent and not prioritized.
Bicycle Safety in San Mateo County Cities
Each city and town in San Mateo County is unique and has a different relationship with bicycle use and safety. These variations include:
● Topography
● Objectives and priorities re bicycles and ridership
● Safety Perception
● Infrastructure
● Impact of eBikes
● Role of enforcement in bicycle safety.
For example:
Woodside and Portola Valley: Woodside and Portola Valley are hill communities with narrow roads. Woodside has a very active Circulation Committee which keeps a close eye on large bicycling events in the community and Portola Valley is focused on managing bicyclists on the weekend. But in both cases, the communities concentrate on ensuring quality of life for residents. They both see mostly recreational bicyclists.
Woodside has invested as much as $1 million to ensure a “safe route to school” for the children. However, the communities don’t make a strong effort to track riders or accidents. In both communities the Sheriff’s Office, which is their policing arm, enforces rules at some problem locations, but not regularly.
Hillsborough: Hillsborough is a relatively insular community by nature of its location and topography. It has no commercial districts and is, to a large degree, rather hilly. The view on bicyclists is very much a neighborhood view: meaning the expectation is that if there are problems with bicyclists they are brought up by members of the neighborhoods.
The primary focus on any kind of organized bicycling safety activity is efforts to teach children bicycle safety and safe routes to school at the beginning of the school year.
Belmont: Until quite recently, the City has been completely focused on ensuring that the community is comfortable for single family dwellings. However, areas close to El Camino Real are more commercial and have denser housing. The community now has both recreational and commuting bicyclists using the roads. While Belmont does have a bicycle master plan and holds an annual bike safety program for children and teenagers, 321
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more needs to be done. The City needs to obtain funding from external Federal, State and County sources to do more.
Half Moon Bay: Possibly more than any other community in San Mateo County, Half Moon Bay has a sophisticated, complex relationship with bicyclists. On the one hand, Half Moon Bay attracts many visitors -- both vacationers and visitors from other Bay Area communities; and on the other hand, it has a robust population of residents who use their bicycles to get to work, school, and stores. Moreover, while Half Moon Bay has many surface streets, it is dominated by Highways 1 and 92 which have many challenging safety issues. As a result, the community has a bicycle master plan that focuses on bicycle safety and traffic planning. Despite this very proactive approach, the City deals with sometimes devastating safety issues. However, it appears that concern for bicycle safety is shared by many of the participants in the community.
San Mateo: The City of San Mateo updated its bicycle master plan in 2020. As a result, the City has focused on a variety of contemporaneous issues. These include working to develop a roadway network which could accommodate both bicycles and other types of active transportation. The City believes that it still skews toward recreational bicycling but is finding that more people want to use bicycles as a way of getting around. The master plan covers some education issues such as safe routes to school and safe bicycling for seniors. The plan does not talk about safety per se but addresses it from the vantage point of education. Though the City is focused on these matters it still recognizes that there's more education to be done about the rules of the road for bicyclists.
Unincorporated San Mateo County: Large areas of San Mateo County are small towns, private land, and open space, bisected, primarily, by two lane roads and highways. To address bicycle safety in these areas, the county created the Unincorporated San Mateo County Bicycle and Pedestrian Committee. Though there is no explicit Bicycle and Pedestrian Master Plan, they do contribute to the SMC Active Transportation plan. The Committee makes recommendations regarding bicycle and pedestrian related grants, but expressed frustration with money not being shared equitably. Additionally, the Committee inputs bicyclist’s feedback. They are concerned with the number of incidents between motorists and bicyclists that are not addressed by law enforcement. The Committee has been working with the County Sheriff to address the problem.
These are just a few examples of San Mateo County and its municipalities' approach to bicycle safety. But because the communities are so diverse, thinking about bicycle safety needs to be broad-minded.
Bicycle Safety Education in SMC: Not just for cyclists
Since bicycle safety is crucial to encouraging bicycle usage, it follows that bicycle safety education is an essential component of the bicycle safety equation. 322
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According to the US Department of Transportation: “Educating people about safe bicycling and walking, enforcing laws that make it easier and safer for people to bicycle and walk, and encouraging people to bicycle and walk, may help increase walking and bicycling activity, especially when combined with infrastructure improvements.”28 Moreover, as noted on the National Highway Traffic Safety Administration’s Bicycle Safety web page, “A large percentage of crashes can be avoided if motorists and cyclists follow the rules of the road and watch out for each other.”29
In San Mateo County, much of the focus on bicycle safety and bicycle safety education is focused on ensuring safe routes to schools for children. Several communities, as detailed below, have much more comprehensive approaches to bicycle safety education in their Bicycle and Pedestrian Master Plans. Here are some examples:
● Burlingame (Excerpt from the Bicycle and Pedestrian Master Plan) Policy 11: Educate people walking, bicycling, and driving, and the general public about roadway safety and the benefits of bicycling and walking.
11.1: Support the continuation and expansion of bicycle safety education programs such as those taught by Silicon Valley Bicycle Coalition and the San Mateo County Office of Education.
Policy 12: Encourage Burlingame public schools to participate in the Safe Routes to School program organized by the San Mateo County Office of Education. ● Brisbane’s Master Bicycle and Pedestrian Plan examples:
“Policy 4.A.5: Provide support for programs that educate drivers, bicyclists and pedestrians about their rights and responsibilities, as well as traffic education and safety programs for adults and youth.”
“Programs support bicycling and walking by providing encouragement to those considering bicycling and walking, education for motorists, bicyclists, and pedestrians about safe and appropriate sharing of streets and roads, and enforcement of traffic laws that help ensure the safety of vulnerable road users.”
● County Sheriff:
The San Mateo County Sheriff’s office publishes a pamphlet, Bicycle Safety30, on the California Vehicle Code sections related to bicycle safety. One City, Woodside, references this document, which could be used by all cities, schools and police
28 https://safety.fhwa.dot.gov/ped_bike/ped_focus/docs/fhwasa17050.pdf 29 https://www.nhtsa.gov/road-safety/bicycle-safety
30 https://www.woodsidetown.org/sites/default/files/fileattachments/community/page/33495/bicycle_safety.pdf 323
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departments to improve bicycle safety education. However, the document is not available on the SMC Sheriff website.
● City of San Mateo:
San Mateo has some support for bicycle use and safety on its City website. The pages are listed in the table below.
EXISTING
Support Program Description Webpage
Bicycle Webpage There is brief text about bike
routes and using a bike with
public transport on the City’s
webpage
http://www/cityofsanmateo.org/
2125/Parking-andTransportation
Bicycle Education
Events
The city’s Public Works
Department hosts an annual
bike rodeo
http://www.cityofsanmateo.org/
3736/Bike-Rodeo
Moving to Excellent Bike Safety Education in all SMC Cities Overall, the approach to bicycle safety education in SMC communities is inconsistent. Several of the master plans recognize that bicycle safety education is about teaching motorists and cyclists of all ages about the guidelines for bicycle safety. Other communities either don’t focus much on education or are focused exclusively on “Safe Routes to School”.
Nonetheless, there are a handful of programs identified in the table below that creatively address bicycle safety, which San Mateo County and its municipalities should consider adopting. 324
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RECOMMENDED FOR ALL SMC CITIES
Support Program Description Webpage
Establish child and
adult education
programs
Identify and implement
education programs for
children and adults that build
bicyclists’ confidence, done
in coordination with the Parks
and Recreation Department,
Police or Local Schools.
https://www.portlandoregon.go
v/transportation/article/565224
http://www/cityofsanmateo.org/
2125/Parking-andTransportation
Establish Safe
Routes to School
Funding
Establish a stable funding
source for Safe Routes to
School programming
https://www.metro.net/projects/
sr_ts/fund-your-program
Implement and
promote
demonstration
projects
Implement short-term, highvisibility bicycle
demonstration or ‘pop-up’
projects to serve as models
that can be applied throughout
the city. Market bicycle
safety.
https://transportation.bellevuew
a.gov/UserFiles/Servers/Server
_4779004/File/Transportation/P
ublications/PBII_Demo%20Bik
eway%20Brochure_20180205.
pdf
Provide safety
education program
for users of all
modes
Provide safety education
programs or communications
campaigns for people driving,
bicycling, walking, and using
micro mobility devices that
encourage safe travel
behaviors.
http://www.pedbikeinfo.org/
Create a robust
bicycling webpage
Develop and maintain a
content rich mobility
webpage(s) on the
County/City website and
communicate how to reach
city destinations by bike, on
foot or on micro-mobility
devices. Include information
on these transportation
options.
https://www.metro.net/riding/g
o-bike
http://www/cityofsanmateo.org/
2125/Parking-andTransportation
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Bicycle & Pedestrian Master Plans and Advisory Committees: Planning Across the County The 2002 SMC Grand Jury Report recommended that all municipalities create Bicycle and Pedestrian Master Plans. As a best practice, the municipalities were encouraged to form Bicycle and Pedestrian Advisory Committees.
To date, almost all San Mateo County jurisdictions or cities have Bicycle and Pedestrian Master Plans, or Active Transportation Plans. Most, if not all of these plans, align with recommendations from the 2011 C/CAG’s San Mateo County Comprehensive Bicycle and Pedestrian Plan. The 2021 update of C/CAG’s plan enhances and adds to the 2011 C/CAG San Mateo County plan, but most of the cities and towns have not updated their plans to be consistent with the 2021 plan. (See Appendix D for a complete list of San Mateo County’s Bicycle & Pedestrian Master Plans.)
The cities’ bicycle and pedestrian master plans help each city by identifying strategies to improve bicycle and pedestrian safety. The plans recommend improvements for roadway connectivity for bicyclists and pedestrians, within each city as well as with neighboring cities.
Numerous plans reference the Silicon Valley Bicycle Coalition and the League of American Bicyclists (LAB) as organizations that have certified instructors for bicycle safety education. At least several of the plans also discuss the LAB Bicycle Friendly Community Report Card to which five SMC cities and San Mateo County belong. The plans list potential State and Federal funding for projects that improve safety and roadway connectivity and make clear the importance of annually evaluating and tracking progress against objectives.
However, in SMC, County committees and municipalities do not always work together to generate consistent plans that meet C/CAG’s goal for a Countywide bicycle backbone. Though C/CAG does have an advisory committee which includes representatives from municipalities, it does not have control over what individual municipalities decide to do regarding grant applications, infrastructure projects for better bicycle and pedestrian safety and education initiatives. If the municipalities endeavored to work together to prioritize projects and programs that are consistent with C/CAG’s priorities, it would benefit all of San Mateo County, especially with respect to providing north-south connectivity between municipalities.
Metrics: If you don’t measure it, you can’t improve it.
One important measure of bicycle safety is arriving safely at a destination. This is usually reflected in the negative; that is, the number of fatalities and injuries during a calendar year versus the number of successful bicycle trips.
In San Mateo County, the cities and county rely heavily on data supplied to the California Highway Patrol (CHP) to state the number of fatalities and injuries. The CHP then maintains a database, SWITRS (California Statewide Integrated Traffic Records System), which is accessible 326
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to the public. And, UC Berkeley maintains a website, TIMS31 (Transportation Injury Mapping System), which can further refine the raw data from SWITRS.
However, relying on this data to evaluate Bicycle Safety is problematic.
Law enforcement agencies in the County submit their bicycle accident data to SWITRS based on incidents that result in fatality or injury. However, there are bicycle accidents resulting in injury which don’t make it into SWITRS because law enforcement is not called. Some examples are bicyclists being forced off the road by motor vehicles, collision near misses and, of course, bicyclist error. Consequently, the actual number of bicycle accidents is underreported and, more importantly, the list of accident locations is not complete. Cyclists that have an incident that does not involve either the police or the fire department do not have a consistent means to log their experience. That data goes unreported. And this goes both ways; there is no means for a motorist to complain about bicycle riders’ unsafe behavior.
Countywide there is no uniform metric to measure Bicycle Safety. Without such a measure, it’s impossible to assess progress while building infrastructure, enforcing laws, and educating everyone in safety principles.
An obvious metric is bicycle accidents as recorded by SWTRS and online reports, but there is another metric which evaluates the complex equation that results in safe bicycling: Bicycle Friendly America Certification32.
The League of American Cyclists is a national organization dedicated to creating “safer roads, stronger communities and a Bicycle Friendly America for everyone.” This is a grassroots organization dedicated since 1880 to protecting the right to safe and enjoyable bicycling. A valuable achievement of this organization is establishing the Bicycle Friendly America (BFA) certification for cities and counties. This consists of a very detailed application33 that a city or county official fills out to get a comprehensive rating of bicycle safety. BFA defines bicycle safety using 5 E’s:
● Equity and Accessibility: A bicycle-friendly America for everyone ● Engineering: Creating safe and creative places to ride and park ● Education: Giving people of all ages and abilities the skills and confidence to ride ● Encouragement: Creating a strong bike culture that welcomes and celebrates bicycling ● Evaluation and Planning: Planning for bicycling as a safe and viable transportation option [Note that Enforcement, a common element in the 5 E’s of safety, is not included in the BFA definition.]
31https://tims.berkeley.edu/summary.php?showArea=city&expandTables=false&injury=3&yearRange=3&showMap =crashes
32 https://bikeleague.org/bfa/
33 https://bicyclefriendly.secure-platform.com/a/organizations/main/home 327
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The application covers the BFA 5 E’s and investigates what it calls the 10 building blocks of a Bicycle Friendly Community (BFC). Finally, the rating includes steps to reaching the next level of excellence. Oakland in 2022, for example, received a GOLD rating Report Card34 having been BRONZE in 2010 and SILVER in 2014. The following cities and SMC have received the following ratings:
● Menlo Park35: GOLD: 2017
● Redwood City36: BRONZE: 2016
● San Carlos37: BRONZE: 2016
● San Mateo38: BRONZE: 2016
● South San Francisco39: BRONZE: 2018
● San Mateo County40: BRONZE: 2016
The BFC Report Card is a valuable metric that all cities and the County should make use of. If SMC cities develop the information necessary to answer objective and comprehensive questions about bicycle safety, each jurisdiction would have a consistent metric that can be used to measure bicycle safety progress across the County.
Law Enforcement and Bicycle Safety
Laws regarding the operation of bicycles are in the California Vehicle Code (CVC), but in general, bicycles are governed by the same rules of the road as motor vehicles.
SMC law enforcement organizations are concerned that there is currently no way for them to track bicycle, pedestrian, and vehicle accidents, from near misses to actual contact, that did not require police involvement. And, even if an incident or infraction is reported, an officer may or may not go out to speak with the complainant.
Other than the initial report, there is no single repository in SMC to store and retrieve information regarding bicycle-related citations or enforcement of bicycle law so it can be used in the future.
And perhaps most importantly, the enforcement of laws, regarding motorists and bicyclists, is inconsistent due to competing priorities and the requirement that a citation requires an incident be witnessed by an officer.
34 https://bikeleague.org/sites/default/files/bfareportcards/BFC_Fall_2022_ReportCard_Oakland_CA.pdf 35 https://bikeleague.org/sites/default/files/bfareportcards/BFC_Fall_2017_ReportCard_Menlo_Park_CA.pdf 36 https://bikeleague.org/sites/default/files/bfareportcards/BFC_Spring_2016_ReportCard_Redwood_City_CA.pdf 37 https://bikeleague.org/sites/default/files/bfareportcards/BFC_Fall_2016_ReportCard_San_Carlos_CA.pdf 38 https://bikeleague.org/sites/default/files/bfareportcards/BFC_Fall_2016_ReportCard_San_Mateo_CA.pdf 39https://bikeleague.org/sites/default/files/bfareportcards/BFC_Fall_2018_ReportCard_South_San_Francisco_CA.p df
40https://bikeleague.org/sites/default/files/bfareportcards/BFC_Spring_2016_ReportCard_San_Mateo_County_CA.p df
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Conflicting Priorities
Law enforcement prioritizes assets based on the needs of the community, as well as their operating budget, when it comes to providing services. While public and political prioritization of bicycle safety issues may come up from time to time, calls for service are always prioritized.
This results in minimal officer resources dedicated to bicycle safety.
Police forces will:
● Focus resources or staff on bicycle safety, if there is an uptick in accidents at a particular location, citizen requests/calls, or requests from a jurisdiction’s public works or traffic departments to focus on certain locations; or
● Provide teams to schools and special events for bicycle safety education ● Much less often, assign their police officers to bicycle safety duty exclusively (some police departments do have officers that patrol on bicycles).
In addition, law enforcement agencies do not always enforce eBike laws, but this is mostly due to the popularity of eBikes being ahead of law enforcement policies.
Because of these conflicting priorities, and limited staff, enforcement of bicycle laws pertaining to motorists as well as bicyclists appears to be underreported.
Policing Bicycles and eBikes
Law enforcement departments in the county are very aware of the importance of bicycle safety.
Common sense says people generally want the streets to be safe for motor vehicles which translates to most officer resources going to motor vehicle enforcement.
It’s possible that safer bicycle riding could lead to fewer cars and free up police resources for more pressing issues.
The New 3’ Law for Motorists and Bicycles
In January 2023, California amended the California Vehicle Code (CVC). The new law (AB. 1909) requires all motorists to give a bicyclist three feet of clearance when passing on the lefthand side of the bicyclist or (depending on the width of the road) reduce speed appropriately, when passing. (See CVC: 21750 (b) (c) (d)). This is particularly crucial on narrow two-lane roads where there are many reports of bicyclists being forced off the road or hit by motor vehicles.
Hampering the situation is the requirement that a citation can only be written if the incident is witnessed by the officer. With the advent of helmet-worn cameras, cyclists have attempted to record these incidents with the hope that the recording can be used as “visual evidence”. But this evidence, post incident, cannot be used to issue a citation.
The San Mateo County Sheriff’s Department recently announced it will allow the public to submit these incidents on the Sheriff’s website.41 These reports have since resulted in the
41https://www.almanacnews.com/news/2023/05/12/bicyclists-can-now-report-3-foot-rule-violations-online-in-sanmateo-county 329
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department sending a violation letter to the offending motorist; this is not a citation. However, only incidents that occur in unincorporated San Mateo County, Woodside, Portola Valley, San Carlos, Half Moon Bay, and Millbrae can use this online resource.
Citations vs. Reprimands for Education Purposes:
It is at the officer’s discretion, when addressing a law infraction, to issue a citation or give a reprimand. One advantage of a reprimand is that it creates an opportunity to educate. With officers focusing on education, these brief encounters, cumulatively, can do a lot to improve bicycle safety, for bicyclists and motorists. But only if these reprimand stops are recorded officially can an accurate picture of bicycle safety be established.
FINDINGS
F1. Bicycle policy and the approach to ensuring/improving bicycle safety is not consistent across San Mateo County due, at least in part, to:
a. Topography
b. Urban vs. suburban environments
c. Types of bicyclists (commuter, recreational)
d. Varying levels of enforcement of bicycle laws
e. Differing knowledge of bicycle laws and safe practices.
F2. Bicycle ridership as an alternative means of transportation (e.g., commuting to work, school, or transit hubs, running errands) is not increasing due, at least in part, to perceived safety issues.
F3. Bicycle accidents and incidents (such as near misses) are underreported, if reported at all.
F4. Only bicycle accidents or incidents that trigger a 911 call are consistently logged in the State (SWITRS) database and law enforcement agencies do not log bicycle accident data consistently.
F5. The amount of enforcement of laws, as they pertain to bicyclists and how motorists and bicyclists interact, is inconsistent due to other priorities (e.g., criminal enforcement and general automobile traffic) and the requirement that a citation can generally only be written if the violation is witnessed by an officer.
F6. There is no official metric in San Mateo County and its cities to evaluate how safe it is to ride a bicycle.
F7. Bicycle safety education, for the bicyclist, pedestrians and motorists, is not consistently offered across San Mateo County.
F8. Communication between various entities with responsibility for bicycle safety, including Bicycle and Pedestrian Advisory Committees (BPACs), Law Enforcement, City Transportation Planning, and Public Works departments, is not formalized, resulting in inefficiencies, and missed opportunities (e.g., funding for improvements, shared bike safety education, or improving signage).
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F9. City Bicycle and Pedestrian Master Plans or Active Transportation Plans, have not been adopted/created by all SMC cities.
RECOMMENDATIONS
R1. By December 2023, all law enforcement agencies and the County Sheriff should submit bicycle related data to SWITRS monthly, and regularly post and update their websites with all reported bicycle accident data.
R2. By December 2023, all law enforcement agencies should begin sending warning letters to motorists for violations of the 3 ft. law.
R3. By June 3, 2024, all law enforcement agencies should provide a means for citizens to report bicycle-related incidents that are not currently reported to law enforcement, similar to the SMC Sheriff’s Department Online Crime Reporting portal.
R4. By June 3, 2024 each city, town, and unincorporated SMC should offer a bike safety education program for riders and motorists about the laws and safety facts related to bicycles on the road.
R5. By June 3, 2024, each city, town, and unincorporated SMC should update or generate a new Bicycle and Pedestrian Master Plan (or Active Transportation Plan) if their current plan is older than five years; consistent with the 2021 C/CAG San Mateo County Comprehensive Bicycle and Pedestrian Plan.
R6. By June 3, 2024, each city, town, and the county should apply (or reapply) online to generate the Bicycle Friendly Community Report Card.
R7. By February 1, 2024, the County should meet with cities within the County that are willing to participate, to consider establishing a regional effort that integrates the cities’ bicycle plans and to discuss how the cities and County could work together to apply for grant opportunities as a region.
REQUEST FOR RESPONSES
Pursuant to Penal Code Section 933.05, the Civil Grand Jury requests responses from the San Mateo County Board of Supervisors, County Sheriff and all 20 cities and towns’ governing bodies for each Finding and Recommendation.
The governing bodies should be aware that their comments or responses must be conducted subject to the Brown Act's notice, agenda, and open meeting requirements.
RESPONSE REQUIREMENTS
California Penal Code Section 933.05, provides (emphasis added):
(a) For purposes of subdivision (b) of Section 933, as to each grand jury finding, the responding person or entity shall report one of the following:
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(1) The respondent agrees with the finding.
(2) The respondent disagrees wholly or partially with the finding; in which case the response shall specify the portion of the finding that is disputed and shall include an explanation of the reasons, therefore.
(b) For purposes of subdivision (b) of Section 933, as to each grand jury recommendation, the responding person or entity shall report one of the following actions:
(1) The recommendation has been implemented, with a summary regarding the implemented action.
(2) The recommendation has not been implemented, but will be implemented in the future, with a timeframe for implementation.
(3) The recommendation requires further analysis, with an explanation and the scope and parameters of an analysis or study, and a timeframe for the matter to be prepared for discussion by the officer or head of the agency or department being investigated or reviewed, including the governing body of the public agency when applicable. This timeframe shall not exceed six months from the date of publication of the grand jury report.
(4) The recommendation will not be implemented because it is not warranted or is not reasonable, with an explanation, therefore.
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METHODOLOGY
The Grand Jury used a variety of tools to obtain information regarding bicycle riding and safety in San Mateo County:
● Documents: The Bike and Pedestrian Master Plans that cities use to explain approaches to planning, prioritizing projects, and re-engineering their communities to make riding and walking easier and safer. These documents came with a variety of titles:
o Bike and Pedestrian Master Plans
o Active Transportation Plans
o Micro-Mobility Plans
o Transportation Plans
● Internet: Almost all the historical and current information (including the availability of documents) regarding bicycle safety came from internet searches. Information from those searches was verified.
● Survey: The Grand Jury sent a survey in December 2022 using Google Forms to understand whether the cities believe eBikes were an issue in their communities. The results helped in defining the broader issue of bicycle safety. o The survey questions and results are in Appendix A.
o Participants: The survey was sent to all the cities in SMC and, specifically, the City Managers. Many chose to have the chief of police of their city fill out the survey. Two cities did not respond to the survey.
● Interviews: The survey helped the Grand Jury develop a list of individuals for interviews. The questions for the interview came as a result of the investigation’s pivot to the state of bicycle safety in San Mateo County as a general topic. o Participants:
▪ Cities: Belmont, Daly City, Half Moon Bay, Hillsborough, Pacifica, Portola Valley, San Mateo, Woodside
▪ Unincorporated San Mateo County
▪ Police Departments: Burlingame, Foster City, Hillsborough, Redwood City, South San Francisco
▪ Sheriff of SMC
▪ BPACs: CCAG, Unincorporated SMC
▪ CyclistVideoEvidence.com: Craig Davis
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GLOSSARY
3 ft. Rule – Motorists must yield at least 3 feet between their vehicle and a bicyclist on all roadways. This rule was amended by State legislation through Assembly Bill 1909, approved by the Governor in 2022, and commencing January 2024. Additionally, this bill requires a vehicle that is passing or overtaking a vehicle to move over to an adjacent lane of traffic, as specified, if one is available, before passing or overtaking the bicycle.
Active Transportation - A means of getting around that is powered by human energy, primarily walking and bicycling.
BFA – Bike Friendly America. A program sponsored by the League of American Bicyclists to evaluate communities with respect to their support for bicycling. As of December 2022, 501 communities are certified.
BFC – Bike Friendly Community. A Bike Friendly Awards Report Card that is given to a community that applies for a ranking (i.e., Bronze, Silver, Gold, Platinum).
BPAC – Bicycle and Pedestrian Advisory Committee
CATSIP – California Active Transportation Safety Information Pages. An online resource for improving pedestrian and bicycle safety in California. This site is administered by UC Berkeley Safe Transportation Research and Education Center (SafeTREC)42. Funding for this program was provided by a grant from the California Office of Traffic Safety43, through the National Highway Traffic Safety Administration (NHTSA).
C/CAG – City County Association of Governments of San Mateo County Bicycle Roadways
● Bike paths (Class I): also termed shared-use or multi-use paths, are paved rights-of-way for exclusive use by bicyclists, pedestrians and those using non-motorized modes of travel. They are physically separated from vehicular traffic and can be constructed in roadway rights-of-way or exclusive rights-of-way. Bike paths provide critical connections in the city where roadways are absent or are not conducive to bicycle travel. ● Bike lanes (Class II): are defined by pavement striping and signage used to allocate a portion of a roadway for exclusive or preferential bicycle travel. Bike lanes are one-way facilities on either side of a roadway. Whenever possible, bike lanes should be enhanced with treatments that improve safety and connectivity by addressing site-specific issues, such as additional warning or wayfinding signage.
● Bike routes (Class III): provide shared use with motor vehicle traffic within the same travel lane. Designated by signs, bike routes provide continuity to other bike facilities or designate preferred routes through corridors with high demand. Whenever possible, bike
42 http://safetrec.berkeley.edu/
43 http://www.ots.ca.gov/
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routes should be enhanced with treatments that improve safety and connectivity, such as the use of "Sharrows" or shared lane markings to delineate the road as a shared-use facility.
● Cycle tracks (Class IV): Also referred to as protected bikeways, are exclusive bike facilities that combine the user experience of a separated path with the on-street infrastructure of a conventional bike lane. A cycle track is physically separated from motor traffic and distinct from the sidewalk. The separation may be in the form of posts, parked cars or a combination of both.
eBike – motorized bicycle that comes in three different classes:
● Class I: Bicycle equipped with a motor that aids only when pedaling and ceases when 20 mph is reached.
● Class II: Same capability as a Class 1 eBike with a throttle-actuated motor. No pedaling required when operated with the throttle.
● Class III: Bicycle equipped with a motor that aids only when pedaling and ceases when 28 mph is reached.
GJ – Grand Jury
MTC – Metropolitan Transportation Commission is the transportation planning, financing, and coordinating agency for the nine-county San Francisco Bay Area.
SHARROW – Sharrows are pavement markings that have been installed on city streets to provide guidance for both bicyclists and vehicles on roadways when sharing the road.
SMC ATP: San Mateo County Active Transportation Plan is a comprehensive framework to guide the development of active transportation projects and programs for walking, bicycling, and other forms of human powered movement for people of all ages and abilities throughout unincorporated County communities.
SWITRS – California Statewide Integrated Traffic Records System.
TIMS – Transportation Injury Mapping System developed by the Safe Transportation Research & Education Center at the University of California, Berkeley.
TR-INST Form – Notice to Appear form used by law enforcement for law infractions. 335
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APPENDIX A: Bicycle Safety Best Practices
Bicycle Education Best Practices
There are two excellent examples of California communities that are investing in Bike Safety education: Davis and San Diego.
San Diego Bike Coalition:
This is an excellent reference tool to see all the kinds of bicycle safety education that can be offered and the resources that can be used to teach those courses. Again, the classes range from those for a variety of ages of bicyclists, basic bicycling, bicycle friendly motorist safety, and others.
https://sdbikecoalition.org/our-work/education/
Davis, California:
The City of Davis, CA, which is one of the leading bicycle communities in the US, has several pages of information about bike safety education on its website. https://www.cityofdavis.org/city-hall/public-works-engineering-and-transportation/bikepedestrian-program Two Cities Committed to Bicycling: Portland, Oregon and Davis, California Portland and Davis have become famous for their commitment to supporting bicycling, not only as recreational, but also as a true commuter alternative to motor vehicles and public transportation. Both have received the Platinum rating for a Bicycle Friendly Community from The League of American Bicyclists, while being quite different communities.
Portland is a large city of 622,000 residents with similar topography to the linked San Mateo County cities along El Camino Real: hilly and flat lands, urban centers, urban neighborhoods, suburbia, and major freeways. Portland advertises itself as “Bicycle Friendly” and claimed the highest percentage of bike commuters in US large cities in 2019 at 6% (Portland does annual bike ride census counts). Portland started investing in bicycle infrastructure with the acceptance of the 1973 Portland Bike Plan and the formation of a Bicycle Advisory Committee within the City Transportation Department. Since then, it has created:
● 385 miles of bikeways
● 36 miles of protected bike lanes
● A pedestrian and bicycle only bridge over the Willamette River and protected bike lanes on other bridges
● Intersections with bicycle specific traffic signals
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● Bicycle boxes44 at intersections to raise the visibility for motorists turning right ● A Safe Routes for Schools serving 100 schools
● 6500 bike racks to meet increased demand for safe stow of bicycles ● 3 bicycle plans over 40 years that establish policy, goals and a bikeway network ● $60 M spent to 2008 on bicycle infrastructure (one mile of installed freeway costs $60M) Portland’s safety record is very good for a large city: 4.3% of all traffic injury accidents from 2015-2019 are bicycle related. In comparison, San Francisco’s number is 14% for the same period. Portland also does better than San Mateo County (8%) and a representative city, Redwood City (10%).
Davis in California is a small city between San Francisco and Sacramento with a population of 66,800. It has earned a nationwide reputation for supporting bicycles in its community (there is a bicycle on the city logo). The topography of Davis could not be flatter and more conducive to bicycle riding. The current statistics indicate that 20% of Davis’s population commutes on bicycles. In 1967, Davis was the first community in the US to develop dedicated bicycle lanes (a total of 4!). The origins of this project were a couple that had visited the Netherlands, often cited as the most bicycle friendly nation in the world. They were so impressed with the bicycle infrastructure that they started a grassroots movement in Davis to promote safe bicycle riding.
The group had to overcome CA law that did not support bike lanes on city streets, but once the law was revised, Davis proceeded to create bicycle infrastructure throughout the City:
● 63 miles of pathways
● 102 miles of bike lanes
● 75% of roads have a posted speed limit of 25 mph
● Of the 169 miles in the road network, 140 miles of roads are posted at 25 mph or less., 21 miles of roads are posted at between 25 mph and 35 mph, and 8 miles of roads posted over 35 mph
● 1 mile of bicycle boulevards
● 1 mile of cycle track
● 4 miles of buffered bike lanes
● 4,300 bike racks within the City and over 2,000 bike racks downtown ● 25 grade separated crossings. Four overpasses and 21 underpass crossings. Gradeseparated crossings are used to move people on bikes and pedestrians over and under barriers like railroad tracks, busy roads, and the freeway.
Davis’s bicycle accidents with injury (and fatalities) are high for a city of its size. However, the number of total accidents with injury is also very low compared to cities of comparable size. For
44 https://nacto.org/publication/urban-bikeway-design-guide/intersection-treatments/bike-boxes/ 337
2022-2023 San Mateo County Civil Grand Jury 25
example: in 2019 there were 60 bicycle accidents with injury and 221 total vehicle injury accidents resulting in 27% of all vehicular accidents involving a bicycle. Redwood City’s number is 4.8%, but their number of bicycle commuters is less than 1%. If you look at the percentage of accidents with respect to the biking population for 2019, Davis’s percentage is .4% and Redwood City’s percentage is 2.4%. Davis’s safety statistics are very good, given the number of bicycle riders.
Both Portland and Davis are renowned environments for bicycle riders because they committed early to bicycle infrastructure and consistently improved it over the years. The city government and the school systems actively support bicycle education. Both cities conduct counts to determine bicycle use. They are both advocates of the Vision Zero policy to reduce accidents and fatalities. They use the Bicycle Friendly Community evaluation process to assess their progress towards their bicycle plans and goals.
Disclosure: Portland, beginning in 2020, noted a decline in bicycle commuter percentages.
Thinking it was an aberration of the pandemic shutdown, it continued to do annual bike counts.
As of 2022, its percentage had gone down to 3.1%. The current theory of why there has been a decline is assumed to be the increase of work from home. Regardless, Portland continues to make improvements to its bicycle infrastructure and safety. 338
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APPENDIX B: San Mateo County Bicycle and Pedestrian Master Plan List Jurisdiction Year Name of Report Link to Report
Atherton Jul 2014 Town of Atherton Bicycle
and Pedestrian Master Plan
https://www.ci.atherton.ca.us/Docume
ntCenter/View/1381/AthertonBPMP_Proposed-Final-July2014?bidId= Belmont Nov 2016 City of Belmont
Comprehensive Pedestrian &
Bicycle Plan
https://www.belmont.gov/home/show
publisheddocument/14951/636179086
799900000
Brisbane Feb 2017 Brisbane Pedestrian and
Bicycle Master Plan
https://www.brisbaneca.org/sites/defa
ult/files/fileattachments/public_works/
page/149/bikepedmasterplanappendic
es.pdf
Burlingame Dec 2020 City of Burlingame Bicycle
and Pedestrian Master Plan
https://www.burlingame.org/business
_detail_T54_R154.php
Colma Feb 2021 Colma El Camino Real
Bicycle and Pedestrian
Improvement Plan
https://www.colma.ca.gov/documents/
ecr-improvement-plan/
339
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Jurisdiction Year Name of Report Link to Report
Daly City Feb 2020 Walk Bike Daly City; City of
Daly City Pedestrian and
Bicycle Master Plan 2020
https://dalycity.org/1106/Daly-CityPedestrian-and-Bicycle-MasterEast Palo Alto Oct 2017 2017 East Palo Alto Bicycle Transportation Plan
https://www.cityofepa.org/sites/defaul
t/files/fileattachments/planning/page/2
801/reso_4905_adopting_2017_bicycl
e_transportation_plan.pdf
Half Moon Bay Sep 2019 City of Half Moon Bay
Bicycle and Pedestrian
Master Plan
https://www.half-moonbay.ca.us/DocumentCenter/View/224 3/Bicycle-and-Pedestrian-MasterPlan-Final?bidId=
Menlo Park Nov 2020 City of Menlo Park
Transportation Master Plan
https://beta.menlopark.org/Governme
nt/Departments/PublicWorks/TransportationDivision/Bicycling Millbrae 2021/2022 City of Millbrae Active
Transportation Plan
https://www.ci.millbrae.ca.us/home/sh
owpublisheddocument/25807/637787
902014030000
340
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Jurisdiction Year Name of Report Link to Report
Pacifica Feb 2020 City of Pacifica Bicycle &
Pedestrian Master Plan
https://www.cityofpacifica.org/depart
ments/publicworks/engineering/bicycle-pedestrianmaster-plan Redwood City July 2018 Redwood City Moves, A
Comprehensive Assessment
of Transportation with
Redwood City
San Bruno Jul 2016 City of San Bruno Walk 'n
Bike Plan
https://sanbruno.ca.gov/DocumentCen
ter/View/1733/Adopted-San-BrunoWalk-n-Bike-Plan-PDF
San Carlos Jun 2020 City of San Carlos Bicycle
and Pedestrian Master Plan
Final
https://www.cityofsancarlos.org/home
/showpublisheddocument/8139/63815
5282314370000
San Mateo Apr 2020 San Mateo Bicycle Master
Plan April 2020 Final
https://www.cityofsanmateo.org/Docu
mentCenter/View/85445/2020-BikeMaster-Plan_Final_Updated62021?bidId= 341
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Jurisdiction Year Name of Report Link to Report
South San
Francisco
Mar 2022 Active South City: South San
Francisco's Bicycle and
Pedestrian Master Plan Draft
https://activesouthcity.com/wpcontent/uploads/2022/03/SSFActiveSouthCity_PublicDraft_31Mar ch2022_plan_only.pdf
San Mateo
County
2021 2021 C/CAG San Mateo
County Comprehensive
Bicycle and Pedestrian Plan
https://ccag.ca.gov/wpcontent/uploads/2021/06/San-MateoCounty-Comprehensive-Bicycle-andPedestrian-Plan-Update-FinalPlan.pdf 342
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APPENDIX C: Survey Questions and Results
This is a summary of the responses:
1. Cities and law enforcement do not track bicycle and eBike accident statistics separately; in fact, most respondents did not track eBike specific data at all (94%).
2. Complaints on Class I Bicycle Roadways include speeding and not yielding to pedestrians.
3. Complaints on Class II and III Bicycle Roadways include speeding, improper signaling, mixed use of bikes/eBikes and violation of the 3 ft. Rule.
4. Of 361 citations issued, only 11 were specifically for eBikes. It is impossible to know if there were more eBikes in violation as there is no requirement to ID the type of bicycle when filling out the form.