Palo Alto City Council
November 10, 2025

FINAL REPORT
SEPTEMBER 2025
Engineering and Traffic Survey
City of Palo Alto, CA

Final Report
September 25, 2025
City of Palo Alto, California
Engineering and Traffic Survey

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TABLE OF CONTENTS

1.0 Introduction .............................................................................................................................................. 1

1.1 Relevant California Vehicle Code Sections ................................................................................................................. 6

2.0 Data Collection and Analysis ................................................................................................................ 10

2.1 Radar Speed Surveys and Analysis ..............................................................................................................................10

2.2 Average Daily Traffic (ADT) Volumes ..........................................................................................................................12

2.3 Traffic Collision Data ..........................................................................................................................................................15

3.0 Speed Limit Recommendations ............................................................................................................ 19

TABLES
Table 1: Survey Segments ................................................................................................................................................................. 3 Table 2: Safety Corridor Definition Requirements ................................................................................................................... 8 Table 3: Land Uses and Facilities that Generate High Concentrations of Bicyclists and/or Pedestrians ........... 9 Table 4: Procedure of Rounding and Speed Limit Reductions on Local Agency Roadways .................................. 9 Table 5: Speed Survey Summary ................................................................................................................................................. 12 Table 6: Average Daily Traffic Volumes .................................................................................................................................... 13 Table 7: Collision History Summary ........................................................................................................................................... 16 Table 8: Collision Rates Summary ............................................................................................................................................... 17 Table 9: Recommended Speed Limits Summary .................................................................................................................. 21

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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 ............................................................................................................................................................ 18 Figure 6: Illustration of Examples of Applicability of Rounding and Speed Limit Reductions on Local Agency Roadways ................................................................................................................................................................................... 20 Figure 7: Recommended Speed Limits ..................................................................................................................................... 22

APPENDICES
Appendix A: Recommended Speed Limit Certifications and Supporting Data (Speed Survey Collection Forms and Average Daily Traffic Volumes)
Appendix B: Collision Data

1 ENGINEERING AND TRAFFIC SURVEY | CITY OF PALO ALTO

1.0 INTRODUCTION
The purpose of this survey is to evaluate the speed limits for nine segments within the City of Palo Alto and recommend speed limit changes, if any, in accordance with the Assembly Bill 43 and State of California regulations and guidelines.

The California Vehicle Code (CVC) Section 627 authorizes the California Department of Transportation (Caltrans) and local authorities to conduct engineering and traffic surveys. These surveys are used to determine safe and appropriate speed limits on roads, considering factors such as traffic speed, roadway conditions, collision history, and traffic volume. The surveys must follow established methods to ensure that the speed limits are set based on actual driving behavior and safety considerations.

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. March, 2025) 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 and property from reckless and unsafe driving behavior. 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 vehicles are 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

Source: FHWA

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Many factors influence drivers and their perception of the safe speed at which to operate a vehicle. These factors should be considered collectively 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, but are not limited to:
• Roadway geometrics, shoulder condition, grade, curvature, alignment, and sight distance • Roadside developments, zoning, and environment
• Parking practices
• Bicycle and pedestrian activity
• Driveway density
• Signalized or stop-controlled intersections; and
• Rural, residential or developed areas.

This report presents the resul ts of the E&TS conducted in April 2025 and March 2025 for nine street segments throughout the City of Palo Alto, and incorporates input from radar speed surveys, average daily traffic counts, segment collision analyses, and analyses of roadway characteristics. The nine survey segments included in the study are listed in Table 1; illustrated in Figure 2; and categorized below by roadway types according to the Palo Alto City’s General Plan:
• 7 segments are designated as ‘Major Arterials’
• 2 segments are designated as ‘Collectors’
The existing speed limits for the survey segments are illustrated in Figure 3 and summarized in Table 1.

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Table 1: Survey Segments

No. Street Survey Limits Roadway
Classification
Roadway
Type
No.
of
Lanes
Width
(feet)
Length
(miles)
Existing
Speed
Limit
(mph)
1 Alma Street University Avenue to
Lincoln Avenue Major Arterial Undivided 4 56 0.51 25
2 Birch Street California Avenue to
Oregon Expressway Collector Divided 2 50 0.22 25
3 Coyote Hill
Road
Page Mill Road to
Hillview Avenue Collector Undivided 4 60 0.68 35
4 Embarcadero
Road
Embarcadero Road to
Highway 101 Major Arterial Undivided 4 55 0.83 25
5 Embarcadero
Road
Highway 101 to
Middlefield Road Major Arterial Undivided 4 55 1.21 25
6 Embarcadero
Road
Middlefield Road to
Alma Street Major Arterial Undivided 4 46 0.75 25
7 Middlefield
Road
Oregon Expressway to
E Charleston Road Major Arterial Undivided 4 60 1.68 25 8 Middlefield
Road
E Charleston Road to
South City Limits Major Arterial Undivided 4 70 0.53 25 9 University
Avenue
East City Limits to
Middlefield Road Major Arterial Undivided 2 46 1.04 25

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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: A “business district” is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sides of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distances specified in this section if the above ratio of buildings in use for business to the length of the highway exists.

CVC SECTION 515 – RESIDENCE DISTRICT: A “residence district” is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or (b) upon both sides of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures. A residence district may be longer than one-quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists.

Embarcadero Road between Highway 101 and Middlefield Road has more than 16 houses collectively on both the sides of the segment within quarter mile, which qualifies it as a residence district.

CVC SECTION 627 – ENGINEERING AND TRAFFIC SURVEY: A survey of highway and traffic conditions in accordance with methods determined by 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 speed and these increases can only be made after consultation with the California Highway Patrol ( CHP) 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 have 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.

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CVC SECTION 22351 – SPEED LAW VIOLATIONS: States that the speed of any vehicle upon a highway not more than 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 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 a s “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 applica ble 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 views, and on alleys. A speed limit of 25 mph applies on any highway in any business or residence district, unless a different limit is established by procedures described in the CVC by local authority or Department of Transportation. The 25-mph limit also applies in school zones or passing a senior center with standard erected warning sign for both . Embarcadero Road between Highway 101 and Middlefie ld Road, which is classified as a residence district, a 25-mph speed limit is enforceable.

CVC SECTION 22357 (INCREASE OF LOCAL SPEED LIMITS TO 65 MPH) AND CVC SECTION 22358 (DECREASE OF LOCAL SPEED LIMITS): Under California Vehicle Code §22357, a city or county may increase a local street’s prima facie 25 mph speed limit to 30, 35, 40, 45, 50, 55, or 60 mph, or set a maximum of up to 65 mph, if an engineering and traffic survey demonstrates that a higher speed is safe and will facilitate traffic movement. Any such change only becomes effective once proper signs are posted, and future adjustments must also be supported by a new engineering and traffic survey. However, this section does not apply to special 25 mph zones near schools or senior centers, which are regulated under separate provisions.

CVC SECTION 22358.3 (DECREASE ON NARROW STREETS) AND CVC SECTION 22358.4 (DECREASE OF LOCAL LIMITS NEAR SCHOOLS OR SENIOR CENTERS): California Vehicle Code §22358.3 allows a city or county, through ordinance or resolution, to set a speed limit of 20 or 15 mph on residential or business streets, excluding state highways when the road is notably narrow (a roadway width not exceeding 25 feet).

This adjustment may be made based solely on the street’s residential character and its dimensions, without a requirement for an engineering and traffic survey.

Meanwhile, §22358.4 gives local authorities the power to lower the standard 25 mph prima facie speed limit as established by §22352(b), to 20 or 15 mph, if an engineering and traffic survey indicates the higher speed is neither reasonable nor safe. Any such change must be supported by appropriate signage and, in the case of state highways, must also be approved by the Department of Transportation. Additionally, §22358.4

8 ENGINEERING AND TRAFFIC SURVEY | CITY OF PALO ALTO
permits special 15 mph or 25 mph speed limits near schools during school hours or noon recess within 500 feet (for 15 mph) or 500 –1,000 feet (for 25 mph) of school buildings or grounds and under specific traffic conditions, even if a broader survey isn’t conducted.

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: Authorizes local agencies to round speed limits to the nearest five miles per hour of the 85th percentile speed of the free-flowing traffic. In cases where the 85th percentile speed results in rounding up to the nearest five-mile per hour increment, the local authority may round the speed limit down to the lower five -mile per hour increment. Local authorities may additionally lower the speed limit as provided by CVC Section 22358.7, but not by more than 12.4 m ph below the 85th percentile speed. Furthermore, they may retain or reinstate a previously adopted speed limit under Section 22358.8 without further reduction, even if other provisions would normally require a change.

CVC SECTION 22358.7 – 5 MPH SPEED LIMIT REDUCTION: Authorizes local agencies to reduce the speed limit by an additional 5 mph if the portion of highway has been designated as a “safety corridor,” as defined in the California Manual on Uniform Traffic Control Devices (CA MUTCD ; Table 2), or if the portion of highway is adjacent to any land use or facility that generates high concentrations of bicyclists or pedestrians (Table 3), especially those from vulnerable groups such as children, senior, persons with disabilities, and the unhoused.

Table 2: Safety Corridor Definition Requirements

Category Factors
Crash Weighting Factors to Develop One
Serious/Fatal Injury Safety Corridor
Crash weighting can be developed using fatal and serious injury crash data and other factors to prioritize safety corridors. Suggested weighting factors are as follows:
• Crash Severity: Fatal Crashes, Serious Injury Crashes • Mode: Pedestrian-bicycle-related crashes, vehicle/other • Disadvantaged Community Status: MPO/RTPA or locally
defined disadvantaged community status based on most
current version of CalEnviroScreen
• Vulnerable Populations: Seniors (age 65 and older) and Youth (under age 15) based on the American Community
Survey
• School proximity (within 0.25 miles) based on the California School Campus Database
Crash Density
Each roadway segment block can be converted into ~ 0.25 mile overlapping "corridor" segments to create a consistent unit of measurement and assess the concentration of linear patterns of injuries within a defined distance. The highest scoring (i.e. most fatal and serious injury crashes per mile) "corridor" segments within a street needs to be identified and an appropriate threshold set to determine safety corridor eligibility.

Maintenance
The jurisdiction can establish a review and re-evaluation frequency for safety corridors. However, such frequency need not exceed seven years.

Source: 2014 CA MUTCD, Revision 7, Table 2B-105(CA)

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Table 3: Land Uses and Facilities that Generate High Concentrations of Bicyclists and/or Pedestrians

Category Generator
Land Use
Employment centers
Presence of retail
Parks, multi-use trails, and recreational destinations
Schools/universities
Senior Centers
Cultural areas, entertainment space areas, or areas of community significance Religious facilities
Health/medical facilities
Transit Factors Transit stops
Transit Oriented Developments/Transit Priority Areas
Presence of
Pedestrian/Bicyclist
Infrastructure
Sidewalk presence
Crosswalk presence
Bikeway presence
Nearby signalized intersections on four-way intersections Presence of micromobility devices such as bicycles or scooters Demographic Factors
Presence of vulnerable groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused MPO/RTPA or locally defined disadvantaged community status Presence of students (all levels)
Local Data Need identified in a safety analysis such as a road safety audit or formalized planning document such as a local road safety plan
Source: 2014 CA MUTCD, Revision 7, Table 2B-106(CA)

The procedure of rounding speed limits according to CVC Section 22358.6 and CVC Section 22358.7 is tabulated in Table 4.

Table 4: Procedure of Rounding and Speed Limit Reductions on Local Agency Roadways

85th-Percentile
Speed (mph)
Rounding to
nearest 5 mph
increment
(CVC 22358.6(a))
If rounding to
nearest is up, may
round down
(CVC 22358.6(c))
If rounding to
nearest is down,
may additionally
lower by 5 mph
(CVC 22358.6(b))
If safety corridor or
adjacent to high
concentration of
bicyclists & pedestrians,
may additionally lower
by 5 mph
(CVC 22358.7)

47.5-50.0 50 45 No 40

45.1-47.4 45 No 40 35

42.5-45.0 45 40 No 35

40.1-42.4 40 No 35 30
Source: 2014 CA MUTCD, Revision 7, Table 2B-104(CA)

CVC SECTION 22358.8 – RETAINMENT OF LOCAL SPEED LIMIT: Authorizes local agencies to retain an existing speed limit on a portion of highway if it was established in a previous E&TS with a speed limit certification sheet 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.

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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 Caltrans. 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 mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in CVC Section 445; and
• Not more than one traffic lane in each direction.

2.0 DATA COLLECTION AND ANALYSIS
The data collection procedure and speed survey analysis methodology are 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.

Radar speed surveys were conducted for nine segments in April 2025 and May 2025 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 were not too close to any traffic control devices. 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 ens ure 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, using calibrated radar equipment by certified technicians. Most sample sizes for a particular segment included around 100 vehicles.

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

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• 85th percentile speed, 50th percentile speed, 10-mile pace • Percent and number of vehicles observed within the 10-mph pace • Percent and number of vehicles observed below pace
• 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 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 percentage 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 wide range of speeds (more than 30 mph, for example) indicates less favorable conditions than a narrow 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 determ ine the 50th percentile speed, the 85th percentile speed, the average speed, the speed range, the 10-mph pace speed, and the percentage of vehicles observed within the 10-mph pace.

Table 5 presents the speed survey summary with existing speed limits, median speed, critical speed, 10 - mile pace speed, and the percentage of vehicles observed within pace. S peeds were collected for 100 vehicles for each of the nine segments. The completed speed survey forms for all nine study segments are included in Appendix A.

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Table 5: Speed Survey Summary

No. Street Survey Limits
Existing
Speed
Limit
(mph)
Median
(mph)
85th
Percentile
(mph)
10-Mile
Pace
(mph)
Percent
w/in
Pace
1 Alma Street University Avenue to
Lincoln Avenue 25 31 36 27-36 74%
2 Birch Street California Avenue to
Oregon Expressway 25 20 23 15-24 90%
3 Coyote Hill
Road
Page Mill Road to
Hillview Avenue 35 40 44 36-45 77%
4 Embarcadero
Road
Embarcadero Road to
Highway 101 25 34 39 30-39 71%
5 Embarcadero
Road
Highway 101 to
Middlefield Road 25 33 39 30-39 70%
6 Embarcadero
Road
Middlefield Road to
Alma Street 25 29 34 24-33 74%
7 Middlefield
Road
Oregon Expressway to
E Charleston Road 25 29 34 24-33 79%
8 Middlefield
Road
E Charleston Road to
South City Limits 25 30 33 25-34 100%
9 University
Avenue
East City Limits to
Middlefield Road 25 29 33 24-33 77%

2.2 Average Daily Traffic (ADT) Volumes
The TJKM team collected average daily traffic (ADT) counts for all nine study segments by conducting tube counts along the segments. The tube count was scheduled on Tuesday, April 29, 2025 , for all the study segments, but the two segment s – Coyote Hill Road between Page Mill Road and Hillview Avenue was collected on Tuesday, May 6, 2025, and Middlefield Road between E Charleston Road and San Antonio Road was collected on Thursday, May 29, 2025. These counts were also used to determine the collision rates for each segment, which in turn was used as a factor in determining the appropriate speed limit for each segment. Table 6 summarizes the roadway classification and ADT volumes for each of the nine study segments. The existing ADT volumes for the survey segments are illustrated in Figure 4. The ADT counts are available in Appendix A.

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Table 6: Average Daily Traffic Volumes

No. Street Survey Limits Direction Roadway
Classification
No.
of
Lanes
Average Daily Traffic
Volumes
NB/EB SB/WB Two Way
Total
1 Alma Street
University
Avenue to
Lincoln Avenue
NB/SB Major Arterial 4 11,930 11,869 23,799
2 Birch Street
California Avenue
to Oregon
Expressway
NB/SB Collector 2 1,397 3,866 5,263
3 Coyote Hill
Road
Page Mill Road
to Hillview
Avenue
NB/SB Collector 4 1,362 1,235 2,597
4 Embarcadero
Road
Embarcadero
Road to Highway
101
EB/WB Major Arterial 4 2,443 2,463 4,906
5 Embarcadero
Road
Highway 101 to
Middlefield Road EB/WB Major Arterial 4 15,398 14,814 30,212 6 Embarcadero
Road
Middlefield Road
to Alma Street EB/WB Major Arterial 4 13,070 13,434 26,504 7 Middlefield
Road
Oregon
Expressway to E
Charleston Road
NB/SB Major Arterial 4 6,932 6,838 13,770
8 Middlefield
Road
E Charleston
Road to South
City Limits
NB/SB Major Arterial 4 8,461 8,798 17,259
9 University
Avenue
East City Limits to
Middlefield Road EB/WB Major Arterial 2 8,394 9,031 17,425

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2.3 Traffic Collision Data
Collisions reported at study segments were obtained from the Statewide Integrated Traffic Records System (SWITRS) database for a period of five years from January 2020 to December 2024. Collision rates are a significant factor in determining the appropriate speed limits.

Figure 4 summarizes the type and the total number of collisions for all study segments. Table 8 and Figure 5 summarize the collision rates (per million vehicle miles travelled ) for the study segments in comparison with the statewide averages. Additional collision data is available in Appendix B of this report.

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.

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Table 7: Collision History Summary

No
Street
Survey Limits
Total No. of
Collisions
Collision Type Collision Severity
Head-On
Sideswipe
Rear End
Broadside
Hit Object
Overturned
Auto /Ped
Other /Un-
stated
Fatal
Severe Injury
Other Visible
Injury
Injury:

Complaint of
Pain
Property
Damage Only
1 Alma Street
University
Avenue to
Lincoln Avenue
25 2 11 4 5 2 0 1 0 0 1 5 3 16
2 Birch Street
California Avenue
to Oregon
Expressway
7 1 2 1 1 2 0 0 0 0 0 3 0 4
3 Coyote Hill
Road
Page Mill Road
to Hillview
Avenue
3 0 1 0 1 `0 0 0 1 0 0 1 1 1
4 Embarcadero
Road
Embarcadero
Road to Highway
101
14 1 5 3 0 4 0 0 1 0 1 3 1 9
5 Embarcadero
Road
Highway 101 to
Middlefield Road 45 4 13 11 10 4 1 0 2 1 2 15 7 20
6 Embarcadero
Road
Middlefield Road
to Alma Street 25 4 4 3 10 3 0 0 1 0 0 9 6 10
7 Middlefield
Road
Oregon
Expressway to E
Charleston Road
51 3 10 12 18 1 0 6 1 0 0 23 10 18
8 Middlefield
Road
E Charleston
Road to South
City Limits
38 2 7 6 12 6 3 0 2 0 1 12 9 16
9 University
Avenue
East City Limits to
Middlefield Road 34 3 4 13 11 1 0 0 2 0 0 13 7 14

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Table 8: Collision Rates Summary

No. Street Survey Limits No. of
Collisions
Collision
Rate
Statewide Average
Collision Rate
(2022)
Less than
State
Average?
1 Alma Street University Avenue to
Lincoln Avenue 25 1.12 0.69 No
2 Birch Street California Avenue to
Oregon Expressway 7 3.33 1.18 No
3 Coyote Hill Road Page Mill Road to
Hillview Avenue 3 0.93 0.89 No
4 Embarcadero
Road
Embarcadero Road to
Highway 101 14 1.89 0.78 No
5 Embarcadero
Road
Highway 101 to
Middlefield Road 45 0.67 0.68 Yes
6 Embarcadero
Road
Middlefield Road to
Alma Street 25 0.69 0.68 No
7 Middlefield Road Oregon Expressway to
E Charleston Road 51 1.21 0.70 No
8 Middlefield Road E Charleston Road to
South City Limits 38 2.26 0.69 No
9 University Avenue East City Limits to
Middlefield Road 34 1.03 1.10 Yes

19 ENGINEERING AND TRAFFIC SURVEY | CITY OF PALO ALTO

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 most drivers; one will be able to select a speed limit that is both reasonable and effective by measuring drivers' speeds.

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 p ercentile speed in compliance with CVC Sections 627 and CVC 22358. 6.

According to CVC 22358.6, 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 i ncrement 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:
• 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 an 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; and
• 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 are 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 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 (and later clarified by Assembly Bill 1938 in 2022). 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 is defined by Caltrans in 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

20 ENGINEERING AND TRAFFIC SURVEY | CITY OF PALO ALTO
from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused. The procedure is shown in Figure 6.

On June 2, 2025, City Council adopted the Palo Alto Safety Action Plan, which identified the City’s high injury network. This network also serves as the City’s “safety corridors” as defined in the California Manual on Uniform Traffic Control Devices (CA -MUTCD). This new document has been included in the analysis in addition to the Assembly Bill 43 and State of California regulations and guidelines.

The existing speed limit may also be retained if it was established in the 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.

Figure 6: Illustration of Examples of Applicability of Rounding and Speed Limit Reductions on Local Agency Roadways

Source: 2014 CA MUTCD, Revision 7, Table 2B-104(CA)
The guidelines from the California Manual for Setting Speed Limits published by Caltrans (Rev. March 2025) were also followed in this study. The speed limit recommendations are proposed for nine street segments in the study based on the above discussed guidelines and speed data analysis. The speed limit for each study segment was 30 35
40 45
50 55
85th-Percentile
"Critical Speed"
(mph)
Rounding to nearest
5 mph increment
(CVC 22358.6(a))
If rounding to
nearest is up, may
round down (CVC
22358.6(c))
If rounding to
nearest is down,
may additionally
lower by 5 mph
(CVC 22358.6(b))
If safety corridor or
adjacent to high
concentration of
bicyclists &
pedestrians, may
additionally lower
by 5 mph (CVC
22358.7)
Speed Limit
Condition of Rounding

47.5-50.0 mph 45.1-47.4 mph
Round down
initially
Round up
initially

21 ENGINEERING AND TRAFFIC SURVEY | CITY OF PALO ALTO
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 collision rates. Appendix A presents the recommended speed limit certifications 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 shown with a comment on the rationale for the recommendation.

In accordance with Section 40802(a)(2), speed limits on nine study segments are enforceable by radar or other electronic devices, as they have been verified through radar spot speed surveys.

Figure 7 illustrates the recommended speed limits at the respective study segments. Table 9 tabulates the recommended speed limits. Based on this study, a revision to the currently posted speed limit is not recommended at any of the of the nine segments.

Table 9: Recommended Speed Limits Summary

No. Street Survey Limits
Existing Speed
Limit
(mph)
85th Percentile
Speed
(mph)
Recommended
Speed Limit
(mph)
1 Alma Street University Avenue to Lincoln Avenue 25 36 25 2 Birch Street California Avenue to Oregon
Expressway 25 23 25
3 Coyote Hill Road Page Mill Road to Hillview Avenue 35 44 35 4 Embarcadero
Road Embarcadero Road to Highway 101 25 39 25
5 Embarcadero
Road Highway 101 to Middlefield Road 25 39 25
6 Embarcadero
Road Middlefield Road to Alma Street 25 34 25
7 Middlefield
Road
Oregon Expressway to E Charleston
Road 25 34 25
8 Middlefield
Road
E Charleston Road to South City
Limits 25 33 25
9 University
Avenue East City Limits to Middlefield Road 25 33 25

A

ENGINEERING AND TRAFFIC SURVEY | CITY OF PALO ALTO

Appendix A: Recommended Speed Limit
Certifications and Supporting Data (Speed
Survey Collection Forms and Average Daily
Traffic Volumes)

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 1
22 23
24 5
25 4
26 2
27 7
28 6
29 4
30 11
31 9
32 4
33 10
34 5
35 10
36 8
37 5
38 3
39 3
40 1
41 1
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 20 - 41 31 mph 36 mph 27 - 36 74 74% 13% / 13 13% / 13

SPEED PARAMETERS
Alma St Bet University Ave & Lincoln Ave
City of Palo Alto
Eastbound & Westbound Spot Speeds
09:30-10:00
04/29/2025
Project #: 25-080145-001
0 5 10 15
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
Day: Tuesday City: Palo Alto
Date: Project #: CA25_080144_001
NB SB EB WB Total
0 0 11,930 11,869 23,799

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 24 9 33 12:00 171 155 326 00:00 01:00 49 38 87
00:15 86 14 12:15 155 186 341 01:00 02:00 19 14 33
00:30 81 2 20 12:30 149 165 314 02:00 03:00 16 21 37
00:45 91 1 20 12:45 176 169 345 03:00 04:00 19 18 37
01:00 83 11 13:00 169 151 320 04:00 05:00 26 52 78
01:15 45 9 13:15 171 163 334 05:00 06:00 44 166 210
01:30 43 7 13:30 187 158 345 06:00 07:00 148 414 562
01:45 33 6 13:45 175 171 346 07:00 08:00 443 791 1234
02:00 55 10 14:00 192 122 314 08:00 09:00 697 990 1687
02:15 63 9 14:15 196 159 355 09:00 10:00 594 954 1548
02:30 59 14 14:30 190 157 347 10:00 11:00 578 873 1451
02:45 04 4 14:45 206 213 419 11:00 12:00 615 838 1453
03:00 14 5 15:00 220 183 403 12:00 13:00 651 675 1326
03:15 53 8 15:15 247 183 430 13:00 14:00 702 643 1345
03:30 73 10 15:30 249 212 461 14:00 15:00 784 651 1435
03:45 68 14 15:45 228 197 425 15:00 16:00 944 775 1719
04:00 57 12 16:00 273 226 499 16:00 17:00 1053 854 1907 04:15 51 0 15 16:15 260 185 445 17:00 18:00 1123 883 2006 04:30 10 15 25 16:30 261 215 476 18:00 19:00 872 816 1688 04:45 62 0 26 16:45 259 228 487 19:00 20:00 669 552 1221 05:00 51 7 22 17:00 310 221 531 20:00 21:00 681 353 1034 05:15 73 0 37 17:15 292 225 517 21:00 22:00 628 289 917 05:30 12 48 60 17:30 275 210 485 22:00 23:00 400 141 541 05:45 20 71 91 17:45 246 227 473 23:00 00:00 175 68 243 06:00 19 65 84 18:00 229 216 445
06:15 27 100 127 18:15 223 223 446 NB SB EB WB TOTAL
06:30 40 112 152 18:30 245 196 441 00:00 to 12:00
06:45 62 137 199 18:45 175 181 356 3248 5169 8417
07:00 82 139 221 19:00 189 162 351 08:00 08:30 08:00
07:15 80 189 269 19:15 171 146 317 697 1002 1687
07:30 125 215 340 19:30 166 119 285 0.922 0.921 0.952
07:45 156 248 404 19:45 143 125 268
08:00 177 232 409 20:00 176 87 263 12:00 to 00:00
08:15 189 229 418 20:15 178 84 262 8682 6700 15382
08:30 145 272 417 20:30 163 87 250 16:45 16:30 16:45
08:45 186 257 443 20:45 164 95 259 1136 889 2020
09:00 164 226 390 21:00 172 87 259 0.916 0.975 0.951
09:15 155 247 402 21:15 161 66 227
09:30 130 240 370 21:30 146 83 229 07:00 to 09:00
09:45 145 241 386 21:45 149 53 202 1140 1781 2921
10:00 131 205 336 22:00 142 52 194 08:00 08:00 08:00
10:15 133 223 356 22:15 119 37 156 697 990 1687
10:30 152 211 363 22:30 73 25 98 0.922 0.910 0.952
10:45 162 234 396 22:45 66 27 93
11:00 129 192 321 23:00 54 27 81 16:00 to 18:00
11:15 155 202 357 23:15 42 14 56 2176 1737 3913
11:30 162 198 360 23:30 45 19 64 16:45 16:30 16:45
11:45 169 246 415 23:45 34 8 42 1136 889 2020
TOTALS 0 0 3248 5169 8417 TOTALS 0 0 8682 6700 15382 0.916 0.975 0.951 SPLIT % 0% 0% 39% 61% 35% SPLIT % 0% 0% 56% 44% 65%
Volume
Prepared by National Data & Surveying Services
VOLUME
Alma St Bet University Ave & Lincoln Ave
04/29/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 3
15 3
16 1
17 10
18 14
19 14
20 15
21 11
22 9
23 7
24 3
25 4
26 2
27 2
28 2
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
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 14 - 28 20 mph 23 mph 15 - 24 90 90% 3% / 3 7% / 7

SPEED PARAMETERS
Birch St Bet California Ave & Page Mill Rd
City of Palo Alto
Eastbound & Westbound Spot Speeds
10:50-11:50
04/29/2025
Project #: 25-080145-002
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
Day: Tuesday City: Palo Alto
Date: Project #: CA25_080144_002
NB SB EB WB Total
0 0 1,397 3,866 5,263

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 22 4 12:00 14 71 85 00:00 01:00 86 14
00:15 42 6 12:15 20 63 83 01:00 02:00 83 11
00:30 01 1 12:30 19 60 79 02:00 03:00 05 5
00:45 21 3 12:45 25 68 93 03:00 04:00 28 10
01:00 42 6 13:00 32 94 126 04:00 05:00 21 5 17
01:15 00 0 13:15 22 52 74 05:00 06:00 23 7 39
01:30 40 4 13:30 15 63 78 06:00 07:00 98 2 91
01:45 01 1 13:45 22 72 94 07:00 08:00 14 158 172
02:00 01 1 14:00 33 53 86 08:00 09:00 38 298 336
02:15 01 1 14:15 25 60 85 09:00 10:00 55 288 343
02:30 01 1 14:30 36 50 86 10:00 11:00 56 266 322
02:45 02 2 14:45 27 52 79 11:00 12:00 68 226 294
03:00 12 3 15:00 27 51 78 12:00 13:00 78 262 340
03:15 10 1 15:15 27 50 77 13:00 14:00 91 281 372
03:30 03 3 15:30 21 61 82 14:00 15:00 121 215 336
03:45 03 3 15:45 24 89 113 15:00 16:00 99 251 350
04:00 15 6 16:00 30 56 86 16:00 17:00 109 265 374
04:15 11 2 16:15 28 71 99 17:00 18:00 91 331 422
04:30 04 4 16:30 27 47 74 18:00 19:00 119 343 462
04:45 05 5 16:45 24 91 115 19:00 20:00 112 225 337
05:00 04 4 17:00 29 76 105 20:00 21:00 138 140 278
05:15 14 5 17:15 12 86 98 21:00 22:00 101 81 182
05:30 01 3 13 17:30 22 80 102 22:00 23:00 51 57 108
05:45 11 6 17 17:45 28 89 117 23:00 00:00 25 23 48
06:00 21 2 14 18:00 40 110 150
06:15 21 3 15 18:15 24 90 114 NB SB EB WB TOTAL
06:30 32 0 23 18:30 30 85 115 00:00 to 12:00
06:45 23 7 39 18:45 25 58 83 262 1392 1654
07:00 32 7 30 19:00 31 62 93 11:00 08:30 08:30
07:15 53 9 44 19:15 21 69 90 68 328 381
07:30 24 3 45 19:30 35 54 89 0.739 0.726 0.768
07:45 44 9 53 19:45 25 40 65
08:00 54 8 53 20:00 28 42 70 12:00 to 00:00
08:15 86 3 71 20:15 38 41 79 1135 2474 3609
08:30 14 74 88 20:30 29 25 54 20:15 17:45 17:45
08:45 11 113 124 20:45 43 32 75 139 374 496
09:00 17 57 74 21:00 29 15 44 0.808 0.850 0.827
09:15 11 84 95 21:15 29 25 54
09:30 12 62 74 21:30 20 17 37 07:00 to 09:00
09:45 15 85 100 21:45 23 24 47 52 456 508
10:00 11 62 73 22:00 17 16 33 08:00 08:00 08:00
10:15 10 72 82 22:15 10 14 24 38 298 336
10:30 16 71 87 22:30 15 12 27 0.679 0.659 0.677
10:45 19 61 80 22:45 91 5 24
11:00 95 7 66 23:00 74 11 16:00 to 18:00
11:15 16 36 52 23:15 65 11 200 596 796
11:30 20 61 81 23:30 57 12 16:00 16:45 17:00
11:45 23 72 95 23:45 77 14 109 333 422
TOTALS 0 0 262 1392 1654 TOTALS 0 0 1135 2474 3609 0.908 0.915 0.902 SPLIT % 0% 0% 16% 84% 31% SPLIT % 0% 0% 31% 69% 69%
Volume
Prepared by National Data & Surveying Services
VOLUME
Birch St Bet California Ave & Page Mill Rd
04/29/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 28
29 30
31 1
32 5
33 3
34 2
35 3
36 7
37 3
38 8
39 13
40 5
41 12
42 9
43 9
44 5
45 6
46 3
47 2
48 3
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 26 - 48 40 mph 44 mph 36 - 45 77 77% 15% / 15 8% / 8

SPEED PARAMETERS
Coyote Hill Rd Bet Page Mill Rd/CR G3 & Hillview Ave
City of Palo Alto
Eastbound & Westbound Spot Speeds
10:30-11:50
04/30/2025
Project #: 25-080145-003
0 5 10 15
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
Day: Tuesday City: Palo Alto
Date: Project #: CA25_080144_003
NB SB EB WB Total
0 0 1,362 1,235 2,597

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 12 3 12:00 24 13 37 00:00 01:00 16 7
00:15 01 1 12:15 25 14 39 01:00 02:00 14 5
00:30 02 2 12:30 17 19 36 02:00 03:00 18 9
00:45 01 1 12:45 16 11 27 03:00 04:00 00 0
01:00 00 0 13:00 14 19 33 04:00 05:00 30 3
01:15 01 1 13:15 81 4 22 05:00 06:00 46 1 47
01:30 10 1 13:30 82 5 33 06:00 07:00 66 5 71
01:45 03 3 13:45 33 6 39 07:00 08:00 134 16 150
02:00 00 0 14:00 85 2 60 08:00 09:00 186 21 207
02:15 15 6 14:15 95 4 63 09:00 10:00 250 25 275
02:30 03 3 14:30 46 4 68 10:00 11:00 320 34 354
02:45 00 0 14:45 84 3 51 11:00 12:00 129 38 167
03:00 00 0 15:00 56 5 70 12:00 13:00 82 57 139
03:15 00 0 15:15 34 5 48 13:00 14:00 33 94 127
03:30 00 0 15:30 45 6 60 14:00 15:00 29 213 242
03:45 00 0 15:45 65 1 57 15:00 16:00 18 217 235
04:00 00 0 16:00 55 9 64 16:00 17:00 17 184 201
04:15 00 0 16:15 24 3 45 17:00 18:00 26 135 161
04:30 00 0 16:30 64 4 50 18:00 19:00 11 91 102
04:45 30 3 16:45 43 8 42 19:00 20:00 25 9 61
05:00 40 4 17:00 43 6 40 20:00 21:00 21 6 18
05:15 50 5 17:15 84 0 48 21:00 22:00 15 6
05:30 91 10 17:30 92 3 32 22:00 23:00 33 6
05:45 28 0 28 17:45 53 6 41 23:00 00:00 13 4
06:00 10 2 12 18:00 32 8 31
06:15 12 0 12 18:15 22 3 25 NB SB EB WB TOTAL
06:30 21 2 23 18:30 41 9 23 00:00 to 12:00
06:45 23 1 24 18:45 22 1 23 1137 158 1295
07:00 30 3 33 19:00 11 7 18 10:00 10:30 10:00
07:15 30 3 33 19:15 11 8 19 320 41 354
07:30 29 1 30 19:30 01 8 18 0.920 0.854 0.912
07:45 45 9 54 19:45 06 6
08:00 43 5 48 20:00 06 6 12:00 to 00:00
08:15 45 4 49 20:15 11 2 225 1077 1302
08:30 45 8 53 20:30 13 4 12:00 14:15 14:15
08:45 53 4 57 20:45 06 6 82 226 252
09:00 51 8 59 21:00 01 1 0.820 0.869 0.900
09:15 48 6 54 21:15 00 0
09:30 67 8 75 21:30 13 4 07:00 to 09:00
09:45 84 3 87 21:45 01 1 320 37 357
10:00 76 8 84 22:00 00 0 08:00 07:45 08:00
10:15 71 8 79 22:15 00 0 186 26 207
10:30 86 8 94 22:30 21 3 0.877 0.722 0.908
10:45 87 10 97 22:45 12 3
11:00 45 11 56 23:00 13 4 16:00 to 18:00
11:15 29 12 41 23:15 00 0 43 319 362
11:30 30 4 34 23:30 00 0 17:00 16:00 16:00
11:45 25 11 36 23:45 00 0 26 184 201
TOTALS 0 0 1137 158 1295 TOTALS 0 0 225 1077 1302 0.722 0.780 0.785 SPLIT % 0% 0% 88% 12% 50% SPLIT % 0% 0% 17% 83% 50%
Volume
Prepared by National Data & Surveying Services
VOLUME
Coyote Hill Rd Bet Page Mill Rd/CR G3 & Hillview Ave
05/06/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 1
23 2
24 25
26 3
27 5
28 3
29 30 7
31 2
32 8
33 7
34 19
35 5
36 7
37 7
38 3
39 6
40 5
41 1
42 1
43 3
44 2
45 1
46 1
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 21 - 46 34 mph 39 mph 30 - 39 71 71% 15% / 15 14% / 14

SPEED PARAMETERS
Embarcadero Rd Bet Embarcadero Wy & US-101/Bayshore Fwy City of Palo Alto
Eastbound & Westbound Spot Speeds
12:30-13:00
04/29/2025
Project #: 25-080145-004
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
Day: Tuesday City: Palo Alto
Date: Project #: CA25_080144_004
NB SB EB WB Total
0 0 2,443 2,463 4,906

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 13 4 12:00 50 58 108 00:00 01:00 77 14
00:15 32 5 12:15 48 56 104 01:00 02:00 57 12
00:30 00 0 12:30 39 52 91 02:00 03:00 44 8
00:45 32 5 12:45 45 52 97 03:00 04:00 92 11
01:00 34 7 13:00 43 50 93 04:00 05:00 15 3 18
01:15 00 0 13:15 37 48 85 05:00 06:00 34 4 38
01:30 13 4 13:30 55 53 108 06:00 07:00 129 25 154
01:45 10 1 13:45 43 38 81 07:00 08:00 183 43 226
02:00 12 3 14:00 27 47 74 08:00 09:00 246 91 337
02:15 11 2 14:15 47 53 100 09:00 10:00 231 108 339
02:30 11 2 14:30 31 52 83 10:00 11:00 207 129 336
02:45 10 1 14:45 41 53 94 11:00 12:00 179 181 360
03:00 00 0 15:00 39 80 119 12:00 13:00 182 218 400
03:15 20 2 15:15 43 65 108 13:00 14:00 178 189 367
03:30 10 1 15:30 35 67 102 14:00 15:00 146 205 351
03:45 62 8 15:45 45 47 92 15:00 16:00 162 259 421
04:00 11 2 16:00 41 68 109 16:00 17:00 148 252 400
04:15 10 1 16:15 43 70 113 17:00 18:00 107 247 354
04:30 32 5 16:30 33 58 91 18:00 19:00 107 186 293
04:45 10 0 10 16:45 31 56 87 19:00 20:00 78 157 235
05:00 61 7 17:00 24 67 91 20:00 21:00 40 72 112
05:15 61 7 17:15 27 63 90 21:00 22:00 23 48 71
05:30 60 6 17:30 23 61 84 22:00 23:00 14 19 33
05:45 16 2 18 17:45 33 56 89 23:00 00:00 97 16
06:00 22 4 26 18:00 29 69 98
06:15 28 4 32 18:15 27 32 59 NB SB EB WB TOTAL
06:30 33 7 40 18:30 24 38 62 00:00 to 12:00
06:45 46 10 56 18:45 27 47 74 1249 604 1853
07:00 30 3 33 19:00 17 44 61 07:45 11:00 11:00
07:15 45 7 52 19:15 26 42 68 257 181 360
07:30 48 21 69 19:30 18 39 57 0.813 0.838 0.882
07:45 60 12 72 19:45 17 32 49
08:00 59 19 78 20:00 62 1 27 12:00 to 00:00
08:15 59 29 88 20:15 12 20 32 1194 1859 3053
08:30 79 20 99 20:30 14 21 35 12:00 14:45 14:45
08:45 49 23 72 20:45 81 0 18 182 265 423
09:00 60 20 80 21:00 72 1 28 0.910 0.828 0.889
09:15 55 30 85 21:15 71 1 18
09:30 58 30 88 21:30 59 14 07:00 to 09:00
09:45 58 28 86 21:45 47 11 429 134 563
10:00 52 26 78 22:00 79 16 07:45 08:00 07:45
10:15 67 23 90 22:15 55 10 257 91 337
10:30 45 36 81 22:30 24 6 0.813 0.784 0.851
10:45 43 44 87 22:45 01 1
11:00 40 40 80 23:00 33 6 16:00 to 18:00
11:15 41 36 77 23:15 12 3 255 499 754
11:30 47 54 101 23:30 12 3 16:00 16:00 16:00
11:45 51 51 102 23:45 40 4 148 252 400
TOTALS 0 0 1249 604 1853 TOTALS 0 0 1194 1859 3053 0.860 0.900 0.885 SPLIT % 0% 0% 67% 33% 38% SPLIT % 0% 0% 39% 61% 62%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Embarcadero Rd Bet Embarcadero Wy & US-101/Bayshore Fwy 04/29/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 2
26 4
27 3
28 5
29 4
30 11
31 6
32 10
33 9
34 8
35 4
36 5
37 4
38 6
39 7
40 3
41 4
42 3
43 1
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 - 43 33 mph 39 mph 30 - 39 70 70% 19% / 19 11% / 11

SPEED PARAMETERS
Embarcadero Rd Bet US-101/Bayshore Fwy & Middlefield Rd City of Palo Alto
Eastbound & Westbound Spot Speeds
12:05-12:35
04/30/2025
Project #: 25-080145-005
0 5 10 15
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
Day: Tuesday City: Palo Alto
Date: Project #: CA25_080144_005
NB SB EB WB Total
0 0 15,398 14,814 30,212

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 48 13 61 12:00 222 243 465 00:00 01:00 119 47 166 00:15 31 12 43 12:15 231 244 475 01:00 02:00 65 28 93
00:30 23 12 35 12:30 241 268 509 02:00 03:00 55 28 83
00:45 17 10 27 12:45 229 251 480 03:00 04:00 38 48 86
01:00 17 10 27 13:00 245 228 473 04:00 05:00 53 216 269 01:15 17 5 22 13:15 218 230 448 05:00 06:00 115 557 672 01:30 17 8 25 13:30 261 245 506 06:00 07:00 246 970 1216 01:45 14 5 19 13:45 261 244 505 07:00 08:00 733 1074 1807 02:00 13 8 21 14:00 261 204 465 08:00 09:00 922 988 1910 02:15 52 7 14:15 229 220 449 09:00 10:00 728 885 1613
02:30 26 9 35 14:30 241 204 445 10:00 11:00 773 969 1742 02:45 11 9 20 14:45 233 202 435 11:00 12:00 897 891 1788 03:00 14 7 21 15:00 244 218 462 12:00 13:00 923 1006 1929 03:15 78 15 15:15 266 209 475 13:00 14:00 985 947 1932
03:30 91 8 27 15:30 299 217 516 14:00 15:00 964 830 1794 03:45 81 5 23 15:45 284 243 527 15:00 16:00 1093 887 1980 04:00 15 23 38 16:00 274 209 483 16:00 17:00 1108 799 1907 04:15 10 35 45 16:15 264 201 465 17:00 18:00 1140 793 1933 04:30 13 74 87 16:30 267 188 455 18:00 19:00 915 992 1907 04:45 15 84 99 16:45 303 201 504 19:00 20:00 985 673 1658 05:00 14 107 121 17:00 310 185 495 20:00 21:00 934 443 1377 05:15 23 97 120 17:15 277 187 464 21:00 22:00 744 355 1099 05:30 30 164 194 17:30 269 188 457 22:00 23:00 485 244 729 05:45 48 189 237 17:45 284 233 517 23:00 00:00 378 144 522 06:00 48 193 241 18:00 255 258 513
06:15 44 228 272 18:15 228 258 486 NB SB EB WB TOTAL
06:30 69 265 334 18:30 248 230 478 00:00 to 12:00
06:45 85 284 369 18:45 184 246 430 4744 6701 11445
07:00 112 261 373 19:00 250 217 467 07:45 06:45 07:30
07:15 165 262 427 19:15 248 177 425 1001 1088 2019
07:30 192 281 473 19:30 247 141 388 0.948 0.958 0.945
07:45 264 270 534 19:45 240 138 378
08:00 261 270 531 20:00 271 117 388 12:00 to 00:00
08:15 248 233 481 20:15 214 102 316 10654 8113 18767
08:30 228 242 470 20:30 235 109 344 16:45 12:00 15:15
08:45 185 243 428 20:45 214 115 329 1159 1006 2001
09:00 226 240 466 21:00 211 100 311 0.935 0.938 0.949
09:15 185 204 389 21:15 200 91 291
09:30 165 221 386 21:30 173 82 255 07:00 to 09:00
09:45 152 220 372 21:45 160 82 242 1655 2062 3717
10:00 184 240 424 22:00 158 80 238 07:45 07:15 07:30
10:15 209 219 428 22:15 123 71 194 1001 1083 2019
10:30 180 246 426 22:30 114 54 168 0.948 0.964 0.945
10:45 200 264 464 22:45 90 39 129
11:00 207 229 436 23:00 66 53 119 16:00 to 18:00
11:15 203 231 434 23:15 124 29 153 2248 1592 3840
11:30 244 205 449 23:30 115 37 152 16:45 16:00 17:00
11:45 243 226 469 23:45 73 25 98 1159 799 1933
TOTALS 0 0 4744 6701 11445 TOTALS 0 0 10654 8113 18767 0.935 0.956 0.935 SPLIT % 0% 0% 41% 59% 38% SPLIT % 0% 0% 57% 43% 62%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Embarcadero Rd Bet US-101/Bayshore Fwy & Middlefield Rd 04/29/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 200
400
600
800
1000
1200
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 2
20 2
21 2
22 3
23 1
24 5
25 8
26 5
27 12
28 5
29 6
30 7
31 10
32 8
33 8
34 4
35 6
36 4
37 38
39 1
40 1
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 19 - 40 29 mph 34 mph 24 - 33 74 74% 10% / 10 16% / 16

SPEED PARAMETERS
Embarcadero Rd Bet Middlefield Rd & Alma St
City of Palo Alto
Eastbound & Westbound Spot Speeds
10:15-10:45
04/29/2025
Project #: 25-080145-006
0 5 10 15
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
Day: Tuesday City: Palo Alto
Date: Project #: CA25_080144_006
NB SB EB WB Total
0 0 13,070 13,434 26,504

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 44 9 53 12:00 186 242 428 00:00 01:00 105 38 143
00:15 32 8 40 12:15 207 218 425 01:00 02:00 59 25 84
00:30 17 10 27 12:30 209 248 457 02:00 03:00 56 30 86
00:45 12 11 23 12:45 175 230 405 03:00 04:00 34 47 81
01:00 16 5 21 13:00 217 223 440 04:00 05:00 42 198 240
01:15 14 6 20 13:15 199 213 412 05:00 06:00 96 543 639
01:30 12 8 20 13:30 236 201 437 06:00 07:00 203 910 1113 01:45 17 6 23 13:45 204 206 410 07:00 08:00 572 951 1523 02:00 13 6 19 14:00 225 187 412 08:00 09:00 692 1014 1706 02:15 65 11 14:15 200 208 408 09:00 10:00 561 854 1415
02:30 29 11 40 14:30 224 193 417 10:00 11:00 647 903 1550 02:45 88 16 14:45 219 181 400 11:00 12:00 734 878 1612
03:00 16 6 22 15:00 226 173 399 12:00 13:00 777 938 1715 03:15 48 12 15:15 218 218 436 13:00 14:00 856 843 1699
03:30 81 8 26 15:30 251 202 453 14:00 15:00 868 769 1637 03:45 61 5 21 15:45 249 195 444 15:00 16:00 944 788 1732 04:00 13 20 33 16:00 217 221 438 16:00 17:00 1008 693 1701 04:15 83 9 47 16:15 274 162 436 17:00 18:00 971 661 1632 04:30 12 68 80 16:30 280 154 434 18:00 19:00 846 822 1668 04:45 97 1 80 16:45 237 156 393 19:00 20:00 908 545 1453 05:00 11 108 119 17:00 260 165 425 20:00 21:00 752 383 1135 05:15 23 97 120 17:15 226 141 367 21:00 22:00 613 292 905 05:30 29 152 181 17:30 252 162 414 22:00 23:00 412 208 620 05:45 33 186 219 17:45 233 193 426 23:00 00:00 314 101 415 06:00 39 178 217 18:00 213 196 409
06:15 35 223 258 18:15 213 213 426 NB SB EB WB TOTAL
06:30 54 254 308 18:30 195 222 417 00:00 to 12:00
06:45 75 255 330 18:45 225 191 416 3801 6391 10192
07:00 90 234 324 19:00 221 169 390 10:45 08:15 08:15
07:15 109 230 339 19:15 222 157 379 749 1063 1729
07:30 173 210 383 19:30 243 103 346 0.909 0.846 0.918
07:45 200 277 477 19:45 222 116 338
08:00 194 174 368 20:00 211 101 312 12:00 to 00:00
08:15 152 255 407 20:15 168 99 267 9269 7043 16312
08:30 146 314 460 20:30 218 87 305 16:15 12:00 15:15
08:45 200 271 471 20:45 155 96 251 1051 938 1771
09:00 168 223 391 21:00 182 80 262 0.938 0.946 0.977
09:15 142 194 336 21:15 189 69 258
09:30 121 223 344 21:30 124 72 196 07:00 to 09:00
09:45 130 214 344 21:45 118 71 189 1264 1965 3229
10:00 138 199 337 22:00 135 61 196 07:30 07:45 07:45
10:15 148 209 357 22:15 106 62 168 719 1020 1712
10:30 155 249 404 22:30 96 48 144 0.899 0.812 0.897
10:45 206 246 452 22:45 75 37 112
11:00 184 228 412 23:00 60 34 94 16:00 to 18:00
11:15 163 205 368 23:15 85 22 107 1979 1354 3333
11:30 196 209 405 23:30 105 25 130 16:15 16:00 16:00
11:45 191 236 427 23:45 64 20 84 1051 693 1701
TOTALS 0 0 3801 6391 10192 TOTALS 0 0 9269 7043 16312 0.938 0.784 0.971 SPLIT % 0% 0% 37% 63% 38% SPLIT % 0% 0% 57% 43% 62%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Embarcadero Rd Bet Middlefield Rd & Alma St
04/29/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 200
400
600
800
1000
1200
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 2
23 2
24 7
25 7
26 3
27 9
28 13
29 9
30 5
31 7
32 9
33 10
34 6
35 4
36 3
37 38 3
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 100 22 - 39 29 mph 34 mph 24 - 33 79 79% 4% / 4 17% / 17

SPEED PARAMETERS
Middlefield Rd Bet Oregon Expy & E Charleston Rd
City of Palo Alto
Eastbound & Westbound Spot Speeds
09:35-10:10
04/30/2025
Project #: 25-080145-007
0 5 10 15
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
Day: Tuesday City: Palo Alto
Date: Project #: CA25_080144_007
NB SB EB WB Total
0 0 6,932 6,838 13,770

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 69 15 12:00 98 96 194 00:00 01:00 16 22 38
00:15 56 11 12:15 86 111 197 01:00 02:00 98 17
00:30 44 8 12:30 98 118 216 02:00 03:00 66 12
00:45 13 4 12:45 102 90 192 03:00 04:00 81 1 19
01:00 14 5 13:00 73 101 174 04:00 05:00 71 2 19
01:15 42 6 13:15 81 82 163 05:00 06:00 23 19 42
01:30 02 2 13:30 96 109 205 06:00 07:00 64 87 151
01:45 40 4 13:45 102 83 185 07:00 08:00 266 301 567
02:00 21 3 14:00 114 93 207 08:00 09:00 627 600 1227
02:15 15 6 14:15 92 109 201 09:00 10:00 447 381 828
02:30 20 2 14:30 119 132 251 10:00 11:00 335 316 651
02:45 10 1 14:45 127 109 236 11:00 12:00 342 333 675
03:00 17 8 15:00 161 120 281 12:00 13:00 384 415 799
03:15 12 3 15:15 167 148 315 13:00 14:00 352 375 727
03:30 21 3 15:30 198 179 377 14:00 15:00 452 443 895
03:45 41 5 15:45 174 145 319 15:00 16:00 700 592 1292
04:00 03 3 16:00 165 141 306 16:00 17:00 767 633 1400
04:15 21 3 16:15 165 135 300 17:00 18:00 895 770 1665
04:30 23 5 16:30 228 167 395 18:00 19:00 500 556 1056
04:45 35 8 16:45 209 190 399 19:00 20:00 341 383 724
05:00 12 3 17:00 234 177 411 20:00 21:00 166 253 419
05:15 44 8 17:15 226 178 404 21:00 22:00 114 188 302
05:30 25 7 17:30 243 204 447 22:00 23:00 71 95 166
05:45 16 8 24 17:45 192 211 403 23:00 00:00 40 39 79
06:00 10 16 26 18:00 147 181 328
06:15 14 17 31 18:15 130 154 284 NB SB EB WB TOTAL
06:30 14 22 36 18:30 106 124 230 00:00 to 12:00
06:45 26 32 58 18:45 117 97 214 2150 2096 4246
07:00 32 54 86 19:00 110 125 235 08:00 08:00 08:00
07:15 43 50 93 19:15 90 110 200 627 600 1227
07:30 63 78 141 19:30 74 62 136 0.896 0.862 0.881
07:45 128 119 247 19:45 67 86 153
08:00 135 174 309 20:00 60 68 128 12:00 to 00:00
08:15 175 173 348 20:15 44 69 113 4782 4742 9524
08:30 166 115 281 20:30 30 59 89 16:45 17:15 17:00
08:45 151 138 289 20:45 32 57 89 912 774 1665
09:00 129 123 252 21:00 42 62 104 0.938 0.917 0.931
09:15 107 96 203 21:15 24 56 80
09:30 110 78 188 21:30 26 47 73 07:00 to 09:00
09:45 101 84 185 21:45 22 23 45 893 901 1794
10:00 71 81 152 22:00 29 43 72 08:00 08:00 08:00
10:15 99 93 192 22:15 19 26 45 627 600 1227
10:30 78 69 147 22:30 15 12 27 0.896 0.862 0.881
10:45 87 73 160 22:45 81 4 22
11:00 82 82 164 23:00 14 8 22 16:00 to 18:00
11:15 89 79 168 23:15 81 2 20 1662 1403 3065
11:30 87 80 167 23:30 12 8 20 16:45 17:00 17:00
11:45 84 92 176 23:45 61 1 17 912 770 1665
TOTALS 0 0 2150 2096 4246 TOTALS 0 0 4782 4742 9524 0.938 0.912 0.931 SPLIT % 0% 0% 51% 49% 31% SPLIT % 0% 0% 50% 50% 69%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Middlefield Rd Bet Oregon Expy & E Charleston Rd
04/29/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
800
900
1000
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 3
27 11
28 14
29 10
30 13
31 19
32 11
33 10
34 9
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 100 26 - 34 30 mph 33 mph 25 - 34 100 100% 0% / 0 0% / 0

SPEED PARAMETERS
Middlefield Rd Bet E Charleston Rd & San Antonio Rd
City of Palo Alto
Eastbound & Westbound Spot Speeds
14:30-16:00
05/29/2025
Project #: 25-080215-001
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
Day: Thursday City: Palo Alto
Date: Project #: CA25_080214_001
NB SB EB WB Total
0 0 8,461 8,798 17,259

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 37 10 12:00 113 120 233 00:00 01:00 13 29 42
00:15 46 10 12:15 124 113 237 01:00 02:00 10 14 24
00:30 47 11 12:30 127 115 242 02:00 03:00 67 13
00:45 29 11 12:45 121 109 230 03:00 04:00 88 16
01:00 25 7 13:00 117 99 216 04:00 05:00 10 35 45
01:15 32 5 13:15 106 117 223 05:00 06:00 34 69 103
01:30 15 6 13:30 108 127 235 06:00 07:00 82 181 263
01:45 42 6 13:45 113 112 225 07:00 08:00 387 508 895
02:00 13 4 14:00 171 152 323 08:00 09:00 798 763 1561
02:15 22 4 14:15 132 143 275 09:00 10:00 510 478 988
02:30 12 3 14:30 153 156 309 10:00 11:00 414 465 879
02:45 20 2 14:45 125 159 284 11:00 12:00 434 392 826
03:00 21 3 15:00 166 169 335 12:00 13:00 485 457 942
03:15 32 5 15:15 169 193 362 13:00 14:00 444 455 899
03:30 13 4 15:30 217 180 397 14:00 15:00 581 610 1191
03:45 22 4 15:45 217 167 384 15:00 16:00 769 709 1478
04:00 16 7 16:00 214 210 424 16:00 17:00 801 823 1624
04:15 31 0 13 16:15 188 174 362 17:00 18:00 892 926 1818 04:30 25 7 16:30 189 203 392 18:00 19:00 732 706 1438
04:45 41 4 18 16:45 210 236 446 19:00 20:00 411 509 920 05:00 31 3 16 17:00 213 223 436 20:00 21:00 310 316 626 05:15 51 2 17 17:15 217 239 456 21:00 22:00 188 166 354 05:30 12 24 36 17:30 197 218 415 22:00 23:00 97 113 210 05:45 14 20 34 17:45 265 246 511 23:00 00:00 45 59 104
06:00 12 38 50 18:00 265 233 498
06:15 11 36 47 18:15 161 173 334 NB SB EB WB TOTAL
06:30 28 42 70 18:30 145 157 302 00:00 to 12:00
06:45 31 65 96 18:45 161 143 304 2706 2949 5655
07:00 34 83 117 19:00 116 168 284 07:45 07:45 07:45
07:15 45 100 145 19:15 123 128 251 831 821 1652
07:30 78 122 200 19:30 98 115 213 0.851 0.946 0.920
07:45 230 203 433 19:45 74 98 172
08:00 144 217 361 20:00 87 86 173 12:00 to 00:00
08:15 213 196 409 20:15 72 88 160 5755 5849 11604
08:30 244 205 449 20:30 61 70 131 17:15 17:15 17:15
08:45 197 145 342 20:45 90 72 162 944 936 1880
09:00 138 141 279 21:00 53 47 100 0.891 0.951 0.920
09:15 104 107 211 21:15 57 42 99
09:30 134 114 248 21:30 37 41 78 07:00 to 09:00
09:45 134 116 250 21:45 41 36 77 1185 1271 2456
10:00 123 131 254 22:00 37 35 72 07:45 07:45 07:45
10:15 93 107 200 22:15 31 42 73 831 821 1652
10:30 100 107 207 22:30 24 15 39 0.851 0.946 0.920
10:45 98 120 218 22:45 52 1 26
11:00 103 82 185 23:00 16 12 28 16:00 to 18:00
11:15 111 94 205 23:15 11 25 36 1693 1749 3442
11:30 101 100 201 23:30 91 4 23 17:00 17:00 17:00
11:45 119 116 235 23:45 98 17 892 926 1818
TOTALS 0 0 2706 2949 5655 TOTALS 0 0 5755 5849 11604 0.842 0.941 0.889 SPLIT % 0% 0% 48% 52% 33% SPLIT % 0% 0% 50% 50% 67%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Middlefield Rd Bet E Charleston Rd & San Antonio Rd (37.418393,-122.107724) 05/29/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
800
900
1000
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB

Day: Tuesday City: Palo Alto
Date: Project #: CA25_080144_009
NB SB EB WB Total
8,394 9,031 0 0 17,425

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 30 8 38 12:00 112 154 266 00:00 01:00 77 36 113
00:15 15 11 26 12:15 112 113 225 01:00 02:00 65 16 81
00:30 19 9 28 12:30 151 129 280 02:00 03:00 47 20 67
00:45 13 8 21 12:45 150 135 285 03:00 04:00 26 37 63
01:00 18 4 22 13:00 142 113 255 04:00 05:00 22 151 173
01:15 18 5 23 13:15 161 120 281 05:00 06:00 54 297 351
01:30 16 1 17 13:30 150 109 259 06:00 07:00 122 530 652 01:45 13 6 19 13:45 142 128 270 07:00 08:00 289 696 985 02:00 93 12 14:00 163 98 261 08:00 09:00 385 818 1203
02:15 10 5 15 14:15 169 94 263 09:00 10:00 359 697 1056 02:30 19 6 25 14:30 142 132 274 10:00 11:00 387 524 911 02:45 96 15 14:45 133 127 260 11:00 12:00 421 586 1007
03:00 66 12 15:00 153 104 257 12:00 13:00 525 531 1056
03:15 31 3 16 15:15 143 109 252 13:00 14:00 595 470 1065 03:30 97 16 15:30 150 129 279 14:00 15:00 607 451 1058
03:45 81 1 19 15:45 144 130 274 15:00 16:00 590 472 1062 04:00 31 3 16 16:00 145 141 286 16:00 17:00 502 470 972 04:15 62 6 32 16:15 105 111 216 17:00 18:00 451 486 937 04:30 75 1 58 16:30 116 113 229 18:00 19:00 545 567 1112 04:45 66 1 67 16:45 136 105 241 19:00 20:00 548 342 890 05:00 83 3 41 17:00 141 116 257 20:00 21:00 610 318 928 05:15 10 59 69 17:15 106 112 218 21:00 22:00 570 233 803 05:30 14 93 107 17:30 90 134 224 22:00 23:00 373 196 569 05:45 22 112 134 17:45 114 124 238 23:00 00:00 224 87 311 06:00 28 83 111 18:00 176 126 302
06:15 23 131 154 18:15 111 141 252 NB SB EB WB TOTAL
06:30 38 156 194 18:30 138 155 293 00:00 to 12:00
06:45 33 160 193 18:45 120 145 265 2254 4408 6662
07:00 46 164 210 19:00 130 109 239 11:00 08:00 08:00
07:15 65 179 244 19:15 136 92 228 421 818 1203
07:30 73 179 252 19:30 147 70 217 0.957 0.974 0.955
07:45 105 174 279 19:45 135 71 206
08:00 91 210 301 20:00 154 74 228 12:00 to 00:00
08:15 86 206 292 20:15 162 72 234 6140 4623 10763
08:30 105 210 315 20:30 161 84 245 13:30 18:00 18:00
08:45 103 192 295 20:45 133 88 221 624 567 1112
09:00 79 153 232 21:00 145 58 203 0.923 0.915 0.921
09:15 93 175 268 21:15 149 65 214
09:30 95 168 263 21:30 144 61 205 07:00 to 09:00
09:45 92 201 293 21:45 132 49 181 674 1514 2188
10:00 99 139 238 22:00 104 60 164 07:45 08:00 08:00
10:15 94 133 227 22:15 108 49 157 387 818 1203
10:30 95 126 221 22:30 84 43 127 0.921 0.974 0.955
10:45 99 126 225 22:45 77 44 121
11:00 103 137 240 23:00 63 23 86 16:00 to 18:00
11:15 107 148 255 23:15 59 28 87 953 956 1909
11:30 110 134 244 23:30 67 20 87 16:00 17:00 16:00
11:45 101 167 268 23:45 35 16 51 502 486 972
TOTALS 2254 4408 0 0 6662 TOTALS 6140 4623 0 0 10763 0.866 0.907 0.850 SPLIT % 34% 66% 0% 0% 38% SPLIT % 57% 43% 0% 0% 62%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
University Ave & Bet Chauser St & Middlefield Rd
04/29/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
800
900
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00

NB SB EB WB
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 3
20 2
21 3
22 2
23 2
24 5
25 7
26 7
27 6
28 9
29 8
30 7
31 10
32 8
33 10
34 5
35 3
36 37 1
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 100 18 - 38 29 mph 33 mph 24 - 33 77 77% 13% / 13 10% / 10

SPEED PARAMETERS
University Ave Bet Chauser St & Middlefield Rd
City of Palo Alto
Northbound & Southbound Spot Speeds
09:00-09:30
04/29/2025
Project #: 25-080145-009
0 5 10 15
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

B

ENGINEERING AND TRAFFIC SURVEY | CITY OF PALO ALTO

Appendix B: Collision Data

City of Palo Alto
Raw Collision Data
case_id accident_y eproc_date juris collision_d acollision_timofficer_id reporting_ dday_of_we chp_shift population cnty_city_l ospecial_conbeat_type chp_beat_ tcity_divisio chp_beat_cbeat_numbprimary_rd secondary_distance direction intersectio nweather_1 weather_2 state_hwy _caltrans_cocaltrans_disstate_routeroute_suffixpostmile_p postmile location_t y ramp_inter side_of_hwtow_away collision_s enumber_kilnumber_injparty_counprimary_copcf_code_opcf_viol_ca pcf_violatiopcf_viol_suhit_and_ru type_of_co mviw ped_action road_surfa croad_cond_road_cond_lighting control_de vchp_road_tpedestrian_bicycle_accmotorcycle truck_accidnot_privatealcohol_invstwd_vehtychp_vehtypcount_sevecount_visibcount_com count_ped_count_ped_count_bicyccount_bicyccount_mc_ count_mc_ primary_ra secondary_latitude longitude local_repo r 82306219 2024 20240206 4312 20240125 1632 808239 80600 4 5 5 4312 0 0 0 0 PA2 ADDISON AALMA STRE 0Y A - N N 0 0 0 2 A - 08 22107 N D C A A H - A A 0 Y A 07 0 0 0 000000 - - 24-00317 82333005 2024 20240308 4312 20240222 2029 808948 80600 4 5 5 4312 0 0 0 0 PA2 FOREST AV ALMA STR E 5E N A - N N 4012 A- - N D G AAEH CD 0 Y Y - - 001000100 - - 24-00690 82418952 2024 20240620 4312 20240617 2359 809425 1 5 5 4312 0 0 0 0 PA2 ALMA ST ADDISON A 5 9 NNA- N N 0 0 0 2 A - 08 22107 N B C A A H - A D 0 Y Y C 02 0 0 0 000000 - - 24-02190 84383328 2024 20240906 4312 20240904 1845 808733 3 5 5 4312 0 0 0 0 PA2 ALMA ST ADDISON A 0Y A - N N 3 0 1 2 A - 09 21802 A N D C A A H - A D 0 Y A 01 0 1 0 000000 - - 24-03293 9018280 2020 20200117 4312 20200106 2500 5623 4312 1 5 5 4312 0 0 0 0 ALMA ST CHANNING 108 S N A - N N 0002 D - 0 0 M BEAAH - AD 0 Y - - 000000000 - - 20-0117 9056424 2020 20200323 4312 20200226 1927 02308 CITY 3 5 5 4312 0 0 0 0 002 ALMA ST FOREST AV 3 S N A - N N 0 0 0 2 A - 03 22350 N C C A A H - C A 0 Y A 01 0 0 0 000000 - - 20-1051 9073062 2020 20200516 4312 20200229 1835 04456 6 5 5 4312 0 0 0 0 ALMA ST HAMILTON 300 N N A - N N 0 0 0 2 A - 07 21658 A N B C A A H - C D 0 Y A 01 0 0 0 000000 - - 20-1104 9082171 2020 20200625 4312 20200322 857 8734 7 5 5 4312 0 0 0 0 ALMA ST UNIVERSIT Y 29 S N A - N N 0 0 0 1 A - 08 22107 N E I A A H - A A 0 Y Y G 25 0 0 0 000000 - - 20-1402 9107865 2020 20200730 4312 20200629 1039 7816 1 5 5 4312 0 0 0 0 002 ALMA ST CHANNING 15 S N A - N N 0 0 0 2 A - 03 22350 N B E A A H - A D 0 Y J 48 0 0 0 000000 - - 20-2443 9117651 2020 20200902 4312 20200518 1443 03422 4312 1 5 5 4312 0 0 0 0 001 ALMA ST CHANNING 110 N N A - N N 0 0 0 2 A - 07 21658 A N B C A A H - A A 0 Y A 07 0 0 0 000000 - - 20-2309 9127743 2020 20201014 4312 20200730 1515 8702 4312 4 5 5 4312 0 0 0 0 002 ALMA ST CHANNING 72 N N A - N N 0 0 0 2 A - 08 22107 M B C A A H - A D 0 Y Y F 26 0 0 0 000000 - - 20-2896 9156260 2020 20201203 4312 20200912 1305 5241 4312 6 5 5 4312 0 0 0 0 002 CHANNING ALMA ST 59 E N A - N N 0 0 0 2 A - 03 22350 N B C A A H - A D 0 Y A 01 0 0 0 000000 - - 20-3580 9172824 2022 20220628 4312 20220514 1812 56802 80600 6 5 5 4312 0 0 0 0 PA2 ALMA ST FOREST AV 0 Y A - N N 3 0 1 2 A - 10 21950 A N G B B A H - A D 0 Y Y J 48 0 1 0 010000 - - 22-02644 9191801 2020 20210203 4312 20201130 1620 8734 SANTA 1 5 5 4312 0 0 0 0 ALMA ST HAMILTON 0 Y A - N N 2 0 1 2 A - 12 21453 A N A G A A H - A A 0 Y Y A 01 1 0 0 000100 - - 20-4740 9208221 2020 20210302 4312 20201215 1058 02308 4312 2 5 5 4312 0 0 0 0 002 ALMA ST HAMILTON 160 N N A B N N 0 0 0 2 A - 09 21801 A N D C A A H - - D 0 Y A 01 0 0 0 000000 - - 20-4982 9209021 2020 20210216 4312 20201229 1225 6910 2 5 5 4312 0 0 0 0 ALMA ST LINCOLN A V 9S N A - N Y 4 0 1 2 A - 08 22107 N B C A A H - A D 0 Y A 01 0 0 1 000000 - - 20-5186 9212259 2021 20210311 4312 20210116 1540 7189 6 5 5 4312 0 0 0 0 ALMA ST UNIVERSIT Y 50 S N A - N N 0 0 0 1 A - 08 22107 N A I A A H - A A 0 Y A 01 0 0 0 000000 - - 21-0159 9235037 2021 20210419 4312 20210302 1440 04807 2 5 5 4312 0 0 0 0 002 ALMA ST CHANNING 30 N N A - N N 0 0 0 2 A - 08 22107 N B E A A H - A D 0 Y Y F 26 0 0 0 000000 - - 21-0618 9274971 2021 20210702 4312 20210622 1743 4263 2 5 5 4312 0 0 0 0 ALMA ST HAMILTON 40 S N A - N 0 0 0 2 A - 03 22350 N C C A A H - A A 0 Y A 01 0 0 0 000000 - - 21-1866 9354188 2021 20211202 4312 20211024 2200 7467 7 5 5 4312 0 0 0 0 002 ALMA ST FOREST AV 230 S N B C N N 0 0 0 3 A - 07 21658 A M B E A B H - C D 0 Y A 01 0 0 0 000000 - - 21-3465 9360905 2021 20211229 4312 20211115 1747 8793 1 5 5 4312 0 0 0 0 ALMA ST CHANNING 0 Y A - N N 3 0 1 2 A - 03 22350 N C G A A H - C D 0 Y Y A 01 0 1 0 000100 - - 21-3746 9413672 2022 20220223 4312 20220209 918 808733 80500 3 5 5 4312 0 0 0 0 PA2 ALMA ST HAMILTON 0 Y A - N N 3 0 1 2 A - 03 22350 N D C A A H - A A 0 Y - 0 1 0 000000 - - 37.44267 122.1628 22-00404 9426509 2022 20220406 4312 20220225 1324 808914 80500 5 5 5 4312 0 0 0 0 PA2 HAMILTON ALMA ST 0 Y A - N N 3 0 1 2 A - 08 22107 N B G A A H - A A 0 Y Y A 01 0 1 0 000100 - - 22-00580 9472333 2022 20220722 4312 20220625 2500 807190 80600 6 5 5 4312 0 0 0 0 PA2 ADDISON AALMA ST 10 E N A - N N 0 0 0 1 A - 03 22350 N E I A A H - A D 0 Y - 0 0 0 000000 - - 22-02037 9480106 2022 20220720 4312 20220623 1739 805859 08500 4 5 5 4312 0 0 0 0 PA2 ALMA ST HAMILTON 75 S N A - N N 4 0 1 3 A - 03 22350 N C C A A H - A D 0 Y A 01 0 0 1 000000 - - 22-02009 9026768 2020 20200224 4312 20200129 1030 8395 3 5 5 4312 0 0 0 0 001 CALIFORNI ABIRCH RD 0 Y A - N N 0 0 0 1 A - 03 22350 N B I A A H - A D 0 Y - 0 0 0 000000 - - 20-0539 9064065 2020 20200509 4312 20200304 925 4598 3 5 5 4312 0 0 0 0 CALIFORNI ABIRCH ST 150 W N A - N N 0 0 0 2 A - 03 22350 N C C A A H - A D 0 Y - 0 0 0 000000 - - 20-1164 9195043 2020 20210115 4312 20201128 416 8442 6 5 5 4312 0 0 0 0 001 BIRCH ST SHERIDAN A 75 S N A - N Y 3 0 1 1 A - 01 23152 A N A I A A H - C D 0 Y Y A 01 0 1 0 000000 - - 20-4702 9241814 2021 20210420 4312 20210309 1245 3422 2 5 5 4312 0 0 0 0 002 BIRCH ST CALIFORNI A 160 S N A B N N 0 0 0 1 A - 08 22107 N E J A A H - - A 0 Y A 01 0 0 0 000000 - - 21-0683 9367794 2021 20211216 4312 20211102 612 1514 2 5 5 4312 0 0 0 0 001 BIRCH ST SHERMAN A 6 8 NNB- N Y 3 0 1 1 A - 08 22107 N E I A A H - C D 0 Y A 01 0 1 0 000000 - - 21-3570 9472338 2022 20220722 4312 20220625 2143 808680 81300 6 5 5 4312 0 0 0 0 PA1 PAGE MILL BIRCH AV 25 W N A - N N 0002 D - 0 0 N B- AAH - CA 0 Y - - 000000000 - - 22-02038 9482086 2022 20220812 4312 20220724 1248 807754 81300 7 5 5 4312 0 0 0 0 PA1 BIRCH ST SHERIDAN A 120 S N A - N Y 3 0 3 2 A - 03 22350 N D C A A H - A D 0 Y A 01 0 3 0 000000 - - 22-02391 91367182 2020 20201215 9330 20201205 1730 022504 6 2 4 4305 0 3 5 2 007 PAGE MILL COYOTE H I 0Y A - N Y 0 0 0 2 A - 12 21453 A N D C A A H - B A 0 Y A 01 0 0 0 000000 - - 37.40291 122.157 9330-2020 - 91571453 2021 20210916 9330 20210903 1510 022053 5 2 9 4300 0 3 5 2 007 PAGE MILL COYOTE HI L 200 W N A - N Y 4 0 3 4 A - 03 22350 N B C A A H - A A 0 Y A 01 0 0 3 000000 - - 37.4026 122.157 9330-2021 - 92314750 2024 20240215 9330 20240205 1420 023587 1 2 9 4300 0 1 1 2 074 PAGE MILL COYOTE HI L 0Y B - N Y 3 0 1 2 A - 09 21800 D N D C A A H - A B 0 Y A 01 0 1 0 000000 - - 37.40289 122.1571 9330-2024 - 9018284 2020 20200121 4312 20200103 905 8239 PALOA 5 5 5 4312 0 0 0 0 002 FABER PL EMBARCA D 360 S N A - N N 0 0 0 2 A - 08 22107 M C E A A H - A D 0 Y A 01 0 0 0 000000 - - 20-0054 9083731 2020 20201023 4312 20200326 1338 4130 4 5 5 4312 0 0 0 0 EMBARCA DEMBARCAD 0Y A - N N 0 0 0 1 A - 03 22350 N E J A A H - A D 0 Y A 01 0 0 0 000000 - - 37.45463 122.1099 20-1429 9177867 2020 20210111 4312 20201027 1805 8702 4312 2 5 5 4312 0 0 0 0 002 BAYSHORE EMBARCA D 220 N A - N N 4 0 1 2 A - 04 21703 F C C A A H - B D 0 Y - 99 0 0 1 000000 - - 20-4239 9208277 2020 20210204 4312 20201022 2 7190 4 5 5 4312 0 0 0 0 002 EAST BAYS HEMBARCAD 365 N N A - N Y 2 0 1 1 A - 03 22350 N - I A A H - C B 0 Y Y C 02 1 0 0 000001 - - 20-4157 9208693 2021 20210315 4312 20210104 1312 7113 1 5 5 4312 0 0 0 0 EAST BAYS HEMBARCAD 1056 N N C - N N 0 0 0 1 A - 03 22350 M E I A B H - A A 0 Y A 07 0 0 0 000000 - - 21-0038 9235260 2021 20210417 4312 20210331 640 8142 3 5 5 4312 0 0 0 0 002 EMBARCA DEAST BAYSH 0Y A - N N 0 0 0 1 A - 08 22107 M E I A A H - B A 0 Y - 0 0 0 000000 - - 21-0924 9242522 2021 20210421 4312 20210301 822 7113 1 5 5 4312 0 0 0 0 002 BAYSHORE EMBARCA D 100 N N A - N N 0002 D - 0 0 N BCAAH - AA 0 Y - - 000000000 - - 21-0601 9266784 2021 20210608 4312 20210525 1034 8142 2 5 5 4312 0 0 0 0 002 FABER PL EMBARCA D 380 S N A - N N 3 0 1 2 A - 09 21801 A N E I A A H - A D 0 Y Y A 01 0 1 0 000100 - - 21-1537 9274970 2021 20210702 4312 20210618 1243 02308 4312 5 5 5 4312 0 0 0 0 002 EMBARCA DEAST BAYSH 77 W N A - N N 0002 D - 0 0 N BCAAH - AA 0 Y - - 000000000 - - 21-1816 9323339 2021 20211016 4312 20210916 1215 8069 4 5 5 4312 0 0 0 0 002 EMBARCA DEAST BAYSH 150 W N A - N N 0 0 0 2 A - 08 22107 M B C A A H - A D 0 Y A 01 0 0 0 000000 - - 37.44948 122.1204 21-2971 9353574 2021 20211106 4312 20211028 1145 7816 PALO 4 5 5 4312 0 0 0 0 002 EMBARCA DEAST BAYSH 0W N A - N N 3 0 1 3 A - 03 22350 F C C A A H - A D 0 Y - 0 1 0 000000 - - 21-3515 9380356 2021 20220118 4312 20211222 941 807894 80100 3 5 5 4312 0 0 0 0 PA2 EAST BAYS HEMBARCAD 123 N C - N N 0 0 0 2 A - 08 22107 N A D A B H - A D 0 Y D 22 0 0 0 000000 - - 37.44974 122.1197 21-04217 9389043 2022 20220128 4312 20220108 305 808794 80100 6 5 5 4312 0 0 0 0 PA2 EMBARCA DBAYSHORE 730 W N A - N N 0 0 0 2 A - 09 21804 A M B C A A H - C D 0 Y A 08 0 0 0 000000 - - 22-00076 9450918 2022 20220712 4312 20220513 819 808914 80100 5 5 5 4312 0 0 0 0 PA2 FABER PL EMBARCA D 1056 S N A - N N 3012 D - 0 0 N B- AAH - AD 0 Y Y - - 010000100 - - 37.44973 122.1153 22-01490 82376632 2024 20240429 4312 20240410 1354 808993 87200 3 5 5 4312 0 0 0 0 PA2 COWPER S TEMBARCAD 0Y A - N N 4 0 1 2 A - 09 21802 A N D C A A D - A A 0 Y A 01 0 0 1 000000 - - 24-01323 82430557 2024 20240704 4312 20240701 258 809071 1 5 5 4312 0 0 0 0 PA2 MIDDLEFIE EMBARCA D 0Y A - N N 3 0 2 2 A - 12 21453 A N D C A A H - C A 0 Y - - 0 1 1 000000 - - 24-02390 84410258 2024 20240927 4312 20240910 1600 807494 2 5 5 4312 0 0 0 0 PA2 EMBARCA DMIDDLEFIE 0 Y A - N N 3 0 1 2 A - 00 21650 6 N B G A A H - A A 0 Y Y L 04 0 1 0 000100 - - 24-3358 9018272 2020 20200117 4312 20200107 2500 5623 4312 2 5 5 4312 0 0 0 0 EMBARCA DWEBSTER S 0Y A - N Y 0 0 0 2 A - 03 22350 N D C A A H - C A 0 Y A 01 0 0 0 000000 - - 20-0151 9018305 2020 20200121 4312 20200109 931 8068 4 5 5 4312 0 0 0 0 002 EMBARCA DCOWPER ST 0Y B - N Y 4012 A- - N D CABH - AA 0 Y - - 001000000 - - 20-0182 9025508 2020 20200317 4312 20200116 1700 5623 PAPD 4 5 5 4312 0 0 0 0 EMBARCA DMIDDLEFIE 49 W N C - N N 0 0 0 2 A - 03 22350 N C C A B H - B A 0 Y A 01 0 0 0 000000 - - 200329 9025520 2020 20200317 4312 20200115 702 8137 3 5 5 4312 0 0 0 0 002 ALMA ST EMBARCA D 0E N A - N N 0001 D - 0 0 M EI A- H - D D 0 Y - - 000000000 - - 20-0291 9035464 2020 20200826 4312 20200731 434 8442 5 5 5 4312 0 0 0 0 002 EMBARCA DBRYANT ST 0 Y A - N N 0 0 0 2 A - 08 22100 A N B A A - H - C A 0 Y J 48 0 0 0 000000 - - 20-2904 9131887 2020 20201006 4312 20200724 957 02308 4312 5 5 5 4312 0 0 0 0 002 EMBARCA DCOWPER ST 0Y A - N Y 3 0 2 2 A - 09 21802 A N D C A A H - A D 0 Y A 01 0 1 1 000000 - - 20-2791 9139767 2020 20201109 4312 20200806 1129 04807 4 5 5 4312 0 0 0 0 002 EMBARCA DCOWPER ST 0Y A - N Y 0 0 0 2 A - 09 21802 A N D C A A H - A D 0 Y A 01 0 0 0 000000 - - 20-2994 9156175 2020 20201119 4312 20200919 1400 7200 4312 6 5 5 4312 0 0 0 0 002 EMBARCA DMIDDLEFIE 30 E N A - N N 3 0 1 2 A - 03 22350 F C C A A H - A A 0 Y A 07 0 1 0 000000 - - 20-3700 9163900 2020 20201002 4312 20200914 2022 8733 1 5 5 4312 0 0 0 0 002 EMBARCA DBRYANT ST 0 Y A - N 3 0 3 2 A - 08 22101 D N D C A A D - C A 0 Y A 07 0 3 0 000000 - - 20-3621 9237614 2021 20210413 4312 20210228 110 7754 4312 7 5 5 4312 0 0 0 0 002 EMBARCA DHIGH ST 174 E N A - N N 3 0 2 2 A - 05 21651 A N A C A A H - D D 0 Y Y Y A 01 0 2 0 000001 - - 21-0593 9237684 2021 20210407 4312 20210228 1536 8734 7 5 5 4312 0 0 0 0 MIDDLEFIE EMBARCA D 327 N N A - N N 0001 D - 0 0 M EI AAH - AD 0 Y - - 000000000 - - 21-0596 9247542 2021 20210423 4312 20210406 942 8142 PALO 2 5 5 4312 0 0 0 0 002 EMBARCA DEMERSON S 0Y A - N N 4 0 2 2 A - 03 22350 M C C A A H - A A 0 Y A 01 0 0 2 000000 - - 21-0986 9255191 2021 20210510 4312 20210322 1736 8130 1 5 5 4312 0 0 0 0 HIGH ST EMBARCA D 0Y A - N N 3 0 1 2 A - 05 21650 1 N D G A A H - A D 0 Y Y L 04 0 1 0 000100 - - 21-0831 9275530 2021 20210722 4312 20210630 850 7815 PALO 3 5 5 4312 0 0 0 0 002 EMBARCA DMIDDLEFIE 24 W N A - N N 0002 D - 0 0 N BCAAH - AA 0 YY - - 000000000 - - 21-1975 9284634 2021 20210723 4312 20210618 617 6911 5 5 5 4312 0 0 0 0 EMBARCA DKINGSLEY A 0Y A - 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Raw Collision Data
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