Agenda packet — Public Works Subcommittee, September 29, 2025

AGENDA

SPECIAL MEETING OF THE CITY COUNCIL

PUBLIC WORKS SUBCOMMITTEE
Agoura Hills City Hall - City Manager's Conference Room 30001 Ladyface Court, Agoura Hills, California 91301
Monday, September 29, 2025
4:00 PM
Please silence all cell phones and other electronic devices during the meeting.

NOTE: The Subcommittee and City staff will be participating in this meeting in-person in the City Manager's Conference Room. Members of the public have the opportunity to participate in-person in the conference room.

For public participation on items listed on this Agenda, refer to "Public Comments" below.

PUBLIC PARTICIPATION (PUBLIC COMMENT)
Option A: To provide public comments in-person at the meeting Members of the public have an opportunity to attend the meeting in-person and speak or submit a written comment on any item listed on this Agenda. Public testimony is limited to three (3) minutes per speaker; a speaker’s time may not be transferred to another speaker. Written public comments submitted at the meeting are not read aloud by staff.

To request to speak in-person at the meeting. The Subcommittee will open the floor for public comment and any in-person attendee who raises their hand will have the opportunity to speak. Public testimony is limited to three (3) minutes per speaker; a speaker's time may no be transferred to another speaker.

Option B: To submit written public comments by e-mail (prior to the meeting) Members of the public have an opportunity to submit email correspondence on any item listed on the Agenda by sending an email to: [email protected]. All public correspondence received by 3:00 p.m. on the meeting date will be provided to the Subcommittee prior to the meeting. Public comments are not read into the record. Any public comments received after 3:00 p.m. on the meeting day will not be considered as part of the Subcommittee’s deliberations or entered into the official record, but will be provided to the Subcommittee the next day.

CALL TO ORDER

ROLL CALL
Mayor Pro Tem Jeremy Wolf
Councilmember Kate Anderson

APPROVAL OF AGENDA

PUBLIC COMMENTS
(This section is reserved for persons wishing to address items not listed on the Agenda that are under the subject matter jurisdiction of the City Council. Please refer to “Public Participation” above for full details on how to speak or submit written public comments under this category.)

DISCUSSION ITEMS

1. Ladyface Greenway Project - Plaque with QR Code for Hyper-Local Plants Agoura High School Civic Engagement Team will present their work in developing an education component for the Ladyface Greenway Project .

2. 2025 Agoura Hills Engineering and Traffic Survey
Review and discussion of the 2025 Agoura Hills Engineering and Traffic Survey.

SUBCOMMITTEE OR STAFF COMMENTS

ADJOURNMENT
Date Posted: September 25, 2025

REPORT TO PUBLIC WORKS SUBCOMMITTEE
DATE: SEPTEMBER 29, 2025
TO: HONORABLE MEMBERS OF THE PUBLIC WORKS SUBCOMMITTEE
FROM: NATHAN HAMBURGER, CITY MANAGER
BY: CHARMAINE YAMBAO, DIRECTOR OF PUBLIC WORKS
SUBJECT: LADYFACE GREENWAY PROJECT - PLAQUE WITH QR CODE FOR HYPER-LOCAL PLANTS The Ladyface Greenway (Project) is a multi-benefit project that will enhance local active transportation opportunities, increase regional trail connectivity, improve water quality, provide native landscaping, incorporate dedicated areas for art and educational opportunities, and improve the use of lands at an existing facility that will enrich the lives of the local community. The Project is currently under construction with completion estimated to be in Summer 2026.

Agoura High School provides opportunities for students to participate in service and leadership through the State Seal of Civic Engagement (SSCE) program. For students to be awarded the SSCE, they must demonstrate excellence in civics education and participation, and understanding of the United States Constitution, the California Constitution, and the democratic system of government. As part of Agoura High School’s program students are encouraged to work with the school or community to develop an impactful civic engagement program that reflects community interests, needs, and resources.

During the environmental phase of the Project, staff received input through tribal consult of incorporating signage highlighting the cultural significance of the hyper-local plants to the indigenous peoples, where appropriate. In 2023, staff contacted the Agoura High School Civic Engagement team (AH team) in developing an education component to the Project, highlighting the cultural and environmental significance of the hyper-local plants within the Project area to the Native peoples. Originally, the concept brought forward by staff to the AH Team centered around the use of quick response codes (QR codes) with website dissemination of information. After staff’s initial first meeting, the AH Team worked independently and developed their project, meeting regularly with staff to provide updates and receive feedback.

The AH Team created a project that aims to highlight the hyper-local plants within the Ladyface Greenway and their meaning to the native cultures. The AH team collaborated with Ms. Juliamari Fireflower Samaniego (Pipimaram Lineage-Tattaviam-Ventureno Chumash) on the website information that will include medicinal, spiritual, and other practical uses the people native to these lands embraced. Their presentation will outline a small plaque design with potential measurements and materials, and multiple layouts of the information on the plaque for consideration.

These plaques will provide descriptions for selected key plant species, including a QR code for access to the Project website with additional information. The AH Team considers the plaques as a means to inform the public of these plants' significance to the ecosystem and indigenous peoples, without requiring excessive cell phone usage. This is an alternative to the original plan that featured solely QR codes, which the AH Team felt detracted from the outdoorsy intention of the greenway and the accessibility of the information.

Currently, the Projects website can be found here: https://www.ladyfacegreenway.com/. The Project website will be updated to include the AH Team educational component and eventually migrated into the City's website as it's own webpage, after construction is completed.

After their presentation, the team will seek feedback from the subcommittee on the design of the plaques, layout options, and information to be included on the plaques.

FISCAL IMPACT
The total Project funding through Measure M (account no. 019-4620-612000) covers costs associated with construction and installation of the plaques.

RECOMMENDATION
Staff recommends the Public Works Subcommittee provide feedback on:

1. Design of the plaques;

2. Layout of information on the plaques; and

3. Information to be included on the plaques.

REPORT TO PUBLIC WORKS SUBCOMMITTEE
DATE: SEPTEMBER 29, 2025
TO: HONORABLE MEMBERS OF THE PUBLIC WORKS SUBCOMMITTEE
FROM: NATHAN HAMBURGER, CITY MANAGER
BY: CHARMAINE YAMBAO, DIRECTOR OF PUBLIC WORKS
SUBJECT: 2025 AGOURA HILLS ENGINEERING AND TRAFFIC SURVEY California Vehicle Code (CVC) Section 40802(b) requires that prima facie posted speed limits be justified by an engineering and traffic survey. The last engineering and traffic survey was adopted by City Council on August 10, 2022, by Ordinance No. 22-460, which resulted in the reduction of the speed limit on one segment of Reyes Adobe Road, between Agoura Road and Thousand Oaks Boulevard from 45 miles per hour to 40 miles per hour (mph).

The 28 segments in the new (2025) survey include all arterial and collector streets in the City. Local streets are exempted from the survey requirements by the CVC and have a set prima facie speed limit of 25MPH.

The Engineering and Traffic Survey (E&TS) for the City was conducted in accordance with procedures outlined in the California Manual on Uniform Traffic Control Devices (MUTCD), and as required by Section 627 of the CVC. The three elements of a survey include the measurement of prevailing speed, accident history, and roadway characteristics not readily apparent to the motorist.

More recently, Assembly Bills 43 and 1938 provide cities flexibility in setting reduced speed limits to consider the safety of vulnerable road users, such as bicyclists and pedestrians. The CVC now permits cities, after completing an E&TS, and finding that the speed limit is still more than reasonable or safe, to reduce speed limits from the 85th- percentile speed by:

Retaining existing speed limit;
Restoring immediately prior speed limit;
Round down to the nearest 5 mph increment;
Adjacent to bicyclist and pedestrian generators; and
Roadway designation as safety corridor.

Posted speed limits are established to protect the general public and provide law enforcement with a clearly understood method to identify and apprehend violators of the basic speed law. In order to collect accurate data, Kimley-Horn and Associates, Inc. (KHA) collected survey data before the end of the 2024-25 school year. The 2025 E&TS provides data and analysis for a total of 28 study locations. Attached to this memo is the draft 2025 Agoura Hills Engineering and Traffic Survey for your review.

While it was anticipated the speed limits would remain the same, based on KHA’s review of the data, changes to the existing speed limits are being recommended along nine (9) road segments which are as follows:

Road Segment Limits
(From)
Limits
(To)
Direciton Current Speed Limit
(mph)
Proposed
Speed Limit
(mph)
Agoura Road Reyes Adobe Road Ladyface Court Both 45 40
Agoura Road Ladyface Court Kanan Road Both 45 40
Agoura Road Cornell Road Chesebro
Road/Laura La
Plante
Both 45 40
Agoura Road Chesebro
Road/Laura La
Plante
Liberty Canyon
Road
Both 45 40
Canwood Street Derry Avenue Chesebro Road40 Both 40 35
Driver Avenue/Palo
Comado Canyon Road
Argos Street 101 Freeway Both 30/35 30
Kanan Road Canwood Street Agoura Road Southbound 35 NB
40/35 SB
35 NB
35 SB
Reyes Adobe Road Lake Lindero Drive North City Limit Both 40 35 Cornell Road Cornell Way Agoura Road Both None 35
Please note that Cornell Road is an establishment of a 35 mph speed limit. Currently, there is no posted speed limit on this roadway segment.

Staff and KHA will present the results of the draft 2025 E&TS, the recommendations listed above, and the next steps.

RECOMMENDATION
Staff recommends the Public Works Subcommittee to provide feedback on the recommended changes to the existing speed limits along the nine (9) road segments.

Attachments
2025.09.18 Draft Agoura Hills 2025 E&TS.pdf

DRAFT REPORT

FOR THE
2025 ENGINEERING AND TRAFFIC SURVEY

TO ESTABLISH SPEED LIMITS
Prepared by:

CERTIFICATION
I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey for the City of Agoura Hills was performed under my supervision. I certify that I am experienced in performing surveys of this type and duly registered in the State of California as a Professional Civil and Traffic Engineer.
______________________
Matthew Stewart
September 2025
RCE# 90465
RTE# 3063
City of Agoura Hills Page 1
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025

TABLE OF CONTENTS
Table of Contents ...................................................................................................................... 1

1.0 Introduction......................................................................................................... 2

1.1 Regulations and Guidelines......................................................................................................... 2

1.2 Requirements and Methodology of an Engineering and Traffic Survey......................................... 5

2.0 Speed Survey Evaluation ................................................................................... 7

2.1 Field Review ............................................................................................................................... 8

2.2 Statistical Analysis Factors .......................................................................................................... 9

2.3 Collision History ........................................................................................................................ 10

3.0 Results And Recommendations ...................................................................... 11

3.1 Segments with Special Conditions............................................................................................. 20 List of Tables
Table 1: Survey Locations and Limits ..........................................................................................7 Table 2: 2023 California State Highways Collision Rates ..........................................................10 Table 3: Speed Survey Recommendations ...............................................................................12 List of Figures
Figure 1: Existing Speed Limit Map ...........................................................................................16 Figure 2: 85th Percentile Speed Limit Map .................................................................................17 Figure 3: Proposed Speed Limit Map ........................................................................................18 Figure 4: Speed Limit and Advisory Signs Map .........................................................................19 Appendices
Appendix A – CA MUTCD Tables 2B-101 through 2B-106
Appendix B – Speed Radar Certifications
Appendix C – Engineering and Traffic Survey Forms
Appendix D – Average Daily Traffic Count Worksheets
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Engineering and Traffic Survey for Speed Limits – Draft Report September 2025

1.0 INTRODUCTION
This Engineering and Traffic Survey is intended to serve as the basis for the establishment and enforcement of speed limits for street segments within the City Agoura Hills. This survey was authorized by the City and independently conducted by the private consulting firm Kimley-Horn.

The existing speed limits were established based upon the 2018 Engineering and Traffic Survey and a supplemental 2022 survey for Reyes Adobe Road. The study includes a summary of Average Daily Traffic (ADT) and radar speed surveys at 28 locations within the city, as well as collision histories along the segments. Data collection and on-location surveys occurred for all street segments between April 2025 and July 2025 under typical conditions with no construction or other street modifications.

Engineering and traffic surveys for speed limits are conducted once every five (5) years by governing municipalities in order to comply with Section 40802(a) of the California Vehicle Code (CVC) and the national Uniform Vehicle Code. Engineering and traffic surveys may be extended to every seven (7) years or every fourteen (14) years if a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred as specified in Section 40802(c) of the CVC. In addition, an engineering and traffic survey should be conducted on newly constructed roadways or roadways where the roadway conditions have significantly changed.

The current study will verify and recommend modifications for existing speed limits within the City of Agoura Hills based on the data and results of this survey. This report documents the following:
· Current speed limits and speed zoning regulations;
· 3-year collision records (2021-2023);
· Radar speed survey results for prevailing speeds;
· Highway, traffic and roadside conditions not readily apparent to the driver; and · Recommended speed limit changes

1.1 Regulations and Guidelines
Division 11, Chapter 7, of the 2023 CVC defines the California Speed Laws. Section 22352 of the CVC indicates that prima facie speed limits are 15 miles per hour (mph) at unprotected railroad grade crossings, highway intersections with site restrictions, and on any alley. In addition, the prima facie speed limit is 25 mph in residential and business districts, when approaching or passing a school building or grounds thereof or when passing a senior center or other facility primarily used by senior citizens. Recent amendments to the CVC are outlined in Assembly Bill (AB) 43 and AB 1938 and reflected in the following regulations and guidelines. Division 1 of the CVC defines a business district and residence district in Section 235 and 515, respectively. “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 City of Agoura Hills Page 3
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 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.1”
“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.2” Section 22357(a) permits the establishment of speed limits greater than 25 mph based on the following text:
“Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55, or 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe.

The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. This section does not apply to any 25-mile-per-hour prima facie limit which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens.3”
Therefore, the CVC allows local authorities to increase or decrease the prima facie limits by ordinance or resolution to appropriate limits as determined by an engineering and traffic survey.

Posted speed limits not defined in the CVC or established by ordinance are not valid. The CVC requires that speed surveys must be performed with the use of radar or other electronic devices at locations where speed limits are to be enforced with the use of radar. The current survey must be completed within five years as specified in Section 40802(a); seven years as specified in Section 40802(c), or ten years as specified in Section 40802(c), of the date of the preceding survey. A survey allowed to expire past the valid duration of the previous survey would constitute a speed trap as defined in Sections 40802(a) and 40802(b) of the CVC:
“(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. 1 California Department of Motor Vehicles, CVC, Division 1, Section 235, 2023. 2 California Department of Motor Vehicles, CVC, Division 1, Section 515, 2023. 3 California Department of Motor Vehicles, CVC, Division 11. Chapter 7, Section 22357(a), 2023.

City of Agoura Hills Page 4
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 (2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. This paragraph does not apply to a local street, road, school zone, senior zone, business activity district, or speed limit adopted under Section 22358.7 or 22358.8. (b) (1) 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:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445. (C) Not more than one traffic lane in each direction.
(2) For purposes of this section “school zone” means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. “School zone” also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard “SCHOOL” warning sign.4
(3) For purposes of this section, “senior zone” means that area approaching or passing a senior center building or other facility primarily used by senior citizens, or the grounds thereof that is contiguous to a highway and on which is posted a standard “SENIOR” warning sign, pursuant to Section 22352.
(4) For purposes of this section, “business activity district” means a section of highway described in subdivision (b) of Section 22358.9 in which a standard 25 miles per hour or 20 miles per hour speed limit sign has been posted pursuant to paragraph (1) of subdivision (a) of that section.”
Amendments made to the CVC in 2021 (AB 43) and 2022 (AB 1938) further provide local jurisdictions with the ability to lower speed limits on locally controlled roads and include additional provisions affecting E&TS procedures. Effective January 1, 2023, in concurrence with an E&TS, municipalities can retain currently adopted speed limits without further reduction or restore the immediately prior adopted speed limit without further reduction.5 4 California Department of Motor Vehicles, CVC, Division 17. Chapter 2, Section 40802, 2023. 5 California Department of Motor Vehicles, CVC, Division 11. Chapter 7, Section 22358, 2023.

City of Agoura Hills Page 5
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 Furthermore, on or after June 30, 2024, municipalities can reduce speed limits by an additional five miles per hour if the portion of the road has been designated as a “safety corridor” or “the portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians.”6 Safety corridors are roadway segments where the highest number of serious injury and fatality crashes occur and may not exceed one-fifth of a local authority’s streets.7 According to California Manual on Uniform Traffic Control Devices (CA MUTCD) Table 2B-106, facilities that generate high concentrations of bicyclists or pedestrians can include land use generators such as schools, parks, trails, retail, and employment centers; transit factors such as transit stops or transit oriented development; pedestrian/bicyclist infrastructure such as sidewalk presence, crosswalk presence, bikeway presence, nearby signalized intersections, or the presence of micromobility devices such as bicycles and scooters; and demographic factors such as presence of students or vulnerable groups including children, seniors, and persons with disabilities. If the 5 mph reduction is taken for high concentration of bike and pedestrian activity, then the 5 mph for a Safety Corridor cannot be applied. CA MUTCD pages 258-262, which include Tables 2B-101 to 2B-106 regarding speed limit application and rounding guidelines, are attached as Appendix A.

Cumulatively, CA MUTCD states that combining all speed limit changes used, the total reduction in the speed limit shall not exceed 12.4 mph from the 85th percentile speed:
“The total reduction in the speed limit using the nearest 5 mph increment (CVC Section 22358.6(a)), rounding up (CVC Section 22358.6(c)), rounding down and using 5 mph speed reduction (CVC Section22358.6(b)), additional 5 mph speed reduction for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)), this speed reduction shall not exceed 12.4 mph from the 85th-percentile speed. Refer to CVC Section 22358.6(e).”8

1.2 Requirements and Methodology of an Engineering and Traffic Survey
Speed zones are primarily established to protect the public from the unreasonable behavior of reckless, unreliable, or otherwise dangerous drivers. Speed limits are generally established at or near the 85th percentile speed, which is defined as the speed at or below which 85 percent of traffic is moving. 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, and are not dependent on the judgment of one or a few individuals.

The Engineering and Traffic Survey, as defined in Section 627 of the CVC, must consider the prevailing speeds, collision records, pedestrian and bicyclist safety, and roadway traffic and roadside conditions not readily apparent to the driver. Speed zones are also established to advise motorists of road conditions or hazards, which may not be readily apparent to a reasonable driver.

For this reason, a field review of related road/traffic variables is conducted which is considered in 6 California Department of Motor Vehicles, CVC, Division 11. Chapter 7, Section 22358, 2023. 7 California Department of Motor Vehicles, CVC, Division 11. Chapter 7, Section 22358, 2023. 8 California MUTCD, Revision 9, 2014.

City of Agoura Hills Page 6
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 combination with the statistical data and collision history of a particular roadway segment to determine a safe and reasonable speed limit. The specific procedures used in the performance of an Engineering and Traffic Survey are outlined in Chapter 2B (Section 2B.13) of the 2014 California MUTCD. The statistical factors used to analyze the collected speed survey data and additional factors as noted in the 2014 California MUTCD to consider are defined in the following section.

In addition to the requirements and procedures outlined in the CVC and California MUTCD, Chapter 3 of the 2025 California Manual for Setting Speed Limits furthers the expectations of the E&TS. Section 3.1.2 details the necessary components as follows:
“The documentation of the findings, an E&TS must include:
• A Speed Zone Survey data Sheet, Strip Map schematic, or Facsimile. See Appendices A.1 and A.3.
• Justification memo - Justifies the proposed speed limit for a speed zone. It shall include the limit of the speed zone, roadway characteristics, 85th percentile speeds, collision data and any conditions not readily apparent to a driver. It may also include discussion of roadside development as well as the composition and safety of the other road users. See Appendix B.8 for an example. • Order, ordinance, or resolution. Every speed zone needs an Order or ordinance to document the speed limit. See Appendices B.3.1 and B.3.2 for examples of Orders, and Appendix B.3.3. for an example of Ordinance.

An E&TS may have multiple speed zones on the strip map, but each speed zone should have a separate justification and order.”
Each component has been accounted for in this E&TS, and justifications for each segment within the specified area of interest are included below.

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Engineering and Traffic Survey for Speed Limits – Draft Report September 2025

2.0 SPEED SURVEY EVALUATION
Twenty-eight (28) locations were evaluated by Kimley-Horn and are included in this report. These roadway sections and limits of the sections are listed in Table 1 below.

Table 1: Survey Locations and Limits
Location
Number Location Name Limits (From) Limits (To) Status
1 Agoura Road West City Limits Reyes Adobe
Road Complete
2 Agoura Road Reyes Adobe Road Ladyface Circle Complete 3 Agoura Road Ladyface Circle Kanan Road Complete
4 Agoura Road Kanan Road Cornell Road Complete
5 Agoura Road Cornel Road
Chesebro
Road/Laura La
Plante Drive
Complete
6 Agoura Road Chesebro Road/Laura La
Plante Drive
Liberty Canyon
Road Complete
7 Canwood Street West City Limits Reyes Adobe
Road Complete
8 Canwood Street Reyes Adobe Road Kanan Road Complete
9 Canwood Street Kanan Road Derry Avenue Complete
10 Canwood Street Derry Avenue Chesebro Road Complete
11 Driver Ave/Palo
Comado Canyon
Road
Argos Street Ventura Freeway Complete
12 Kanan Road North City Limits Laro Drive Complete
13 Kanan Road Laro Drive Thousand Oaks
Boulevard Complete
14 Kanan Road Thousand Oaks Boulevard Hillrise Drive Complete 15 Kanan Road Hillrise Drive Canwood Street Complete
16 Kanan Road Canwood Street Agoura Road Complete
17 Kanan Road Agoura Road South City Limits Complete
18 Liberty Canyon
Road Agoura Road Country Glen
Road Complete
19 Palo Comado
Canyon
Road/Chesebro
Road
Agoura Road Ventura Freeway Complete
20 Reyes Adobe Road North City Limits Thousand Oaks
Boulevard Complete
21 Reyes Adobe Road Thousand Oaks Boulevard Agoura Road Complete 22 Roadside Drive Kanan Road Lewis Street Complete
City of Agoura Hills Page 8
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 Location
Number Location Name Limits (From) Limits (To) Status
23 Thousand Oaks
Boulevard West City Limits Reyes Adobe
Road Complete
24 Thousand Oaks
Boulevard Reyes Adobe Road Buffwood Place Complete
25 Thousand Oaks
Boulevard Buffwood Place Kanan Road Complete
26 Thousand Oaks
Boulevard Kanan Road Carell Avenue Complete
27 Cornell Rd Cornell Way Agoura Road Complete
28 Reyes Adobe Rd Lake Lindero Drive North City Limit Complete Segments 1-19 and 21-25 reflect the same segments evaluated in the 2018 E&TS study.

Segments 20 and 28 were previously a combined single segment (segment 20) in the prior study.

Segment 27 represents a newly evaluated segment with no current posted speed limit.

2.1 Field Review
Speed data was collected using manual radar surveys and were performed by a sub-consultant to Kimley-Horn, Aim Traffic Data (AimTD), at 28 locations during “off-peak” hours on a weekday (Monday through Friday). AimTD also collected the ADT data for the 28 project locations during a Weekday (Tuesday, Wednesday or Thursday). The radar surveys and ADT counts were collected in April 2025 for all locations.

Each of the radar speed checks were made from an inconspicuously parked, unmarked vehicle.

An effort was made to ensure that the presence of the vehicle in no way affected the speed of the traffic being surveyed. Radar speed certifications for radar operators are included in Appendix B. Speed surveys were conducted during off-peak times to capture the speeds of free-flowing vehicles uninhibited by traffic and congestion. Field information from these speed surveys and other roadway characteristics were recorded on field data forms and later coded into spreadsheetbased software for analysis purposes. Chapter 2B of the 2014 California MUTCD (Revision 9) indicates that it is desirable to have a minimum sample of 100 vehicles for a speed zone survey for an arterial street. This may result in excessive survey periods for low volume roadways, and therefore speed samples were collected during a maximum period of 2 hours for low volume roadways.

Examples of the field data collected for the purposes of analyzing related roadway characteristics as they pertain to the determination of appropriate speed limits are listed below. The results of the field review for related roadway and traffic variables of specific street segments are summarized in the Engineering and Traffic Survey forms included in Appendix C. ADT count worksheets are included in Appendix D.

1. Segment length, width and alignment;

2. Level of pedestrian and bicycle activity;

3. Traffic flow characteristics;

4. Number of lanes and other channelization/striping factors; City of Agoura Hills Page 9
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025

5. Frequency of intersections, driveways, on-street parking, bike lanes;

6. Locations of stop signs, traffic signals, and other regulatory traffic control devices;

7. Roadway condition, bumps and dips;

8. Land use and proximity of schools, parks/recreation areas and senior centers;

9. Uniformity with existing speed zones; and,

10. Any other unusual conditions or hazards not readily apparent to the driver.

2.2 Statistical Analysis Factors
Significant factors used to analyze the collected survey data are summarized below:

1. 85th Percentile Speed. The Critical Speed, or the 85th percentile speed, is defined as that speed at or below which 85 percent of the traffic is moving. This factor is the primary guide in determining what speeds the majority of safe and reasonable drivers are traveling.

Therefore, the practice is to set the speed limit to the nearest 5 mph increment from the critical speed unless other factors require a lower limit. Speed limits set on this basis provide law enforcement officials with a means of controlling reckless or unreliable drivers who will not conform to what the majority finds reasonable.

2. The 10-mph Pace. The 10-mph Pace is the 10-mph increment range, which contains the largest number of recorded vehicles. The pace is a measure of the dispersion of speeds within the sample surveyed. Speed limits should normally be set to fall within the 10-mph pace. However, conditions not readily apparent to the driver or adhering to State mandated limits such as in Residence Districts may require setting speed limits below the 10-mph pace.

3. 50th Percentile Speed. The Median Speed, or 50th Percentile Speed, represents the mid-point value within the range of recorded speeds for a particular roadway location. In other words, 50 percent of the vehicles travel faster than and 50 percent travel slower than, the median speed. This value is another measure of the central tendency of the vehicle speed distribution. Typically speed limits should not be set below the 50th Percentile Speed, since it would result in greater than 50-percent of the drivers exceeding the speed limit.

4. 15th Percentile Speed. The 15th Percentile Speed is that speed at or below which 15 percent of the vehicles are traveling. This value is important in determining the minimum allowable speed limit, given that the vehicles traveling below this speed tend to obstruct the flow of traffic, thereby increasing the collision potential.

5. Percent of Vehicles in Pace Speed. The percent of vehicles in the 10-mph pace speed is an indication of the grouping of vehicular speeds. Ideally, if all vehicles were traveling at or about the same speed, there would be a reduced likelihood of vehicular collisions.

In speed limit analysis, the higher the percent of vehicles within the pace speed, the more favorable the speed distribution. The percent of vehicles within the 10-mph pace is often between 60 and 90 percent.

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Engineering and Traffic Survey for Speed Limits – Draft Report September 2025

2.3 Collision History
The Engineering and Traffic Survey forms summarize the recent collision information for each of the street segments. The collision information was obtained from the Transportation Injury Mapping System (TIMS) Report for the City of Agoura Hills from January 1, 2021, to December 31, 2023. The collisions were reviewed and corridor related collisions (those not related to signalized intersections) were summarized for each segment by Kimley-Horn. Based upon the number of total collisions studied over the 3-year period and ADT counts, a collision rate per million vehicle miles was calculated for each segment. To provide a general comparison of the collision rates on the segments to expected collisions rates for similar types of local roadways, the collision rates for each segment were compared to the statewide average rate listed in the 2023 collision data on California State Highways for urban areas (road miles, travel, collisions, collision rates) as listed in Table 2.

Table 2: 2023 California State Highways Collision Rates Lane Type Total Collision Rate Per Million Vehicle Miles (3- year rate for 2021, 2022 and 2023)
2 and 3 Lanes 1.03
4 Lanes (undivided highway) 1.27
4 Lanes (divided highway) 1.15
City of Agoura Hills Page 11
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025

3.0 RESULTS AND RECOMMENDATIONS
The recommendations contained in this report are intended to establish prima facie speed limits.

Prima facie limits attempt to advise the motorist and enforcement officers of the reasonable speed for a particular section of roadway for the prevailing conditions. In many cases, the recommendations made produce a uniform speed limit along the road. As a result, the speed limits in adjacent jurisdictions were considered as well as along the various street segments surveyed within the City of Agoura Hills.

The Engineering and Traffic Survey Forms, presented in Appendix B, present the results of an evaluation of the available data and indicate a recommended speed limit for each of the street segments surveyed. A summary of the data analysis, along with recommended speed limits can be found in Table 3 followed by Figure 1, a map of the existing speed limits on the 28 study segments in the City of Agoura Hills, Figure 2, a map of the radar-recorded 85th percentile speeds rounded to the nearest increment of 5 mph, Figure 3, a map of the 2025 proposed speed limits, and Figure 4, a map of the speed limit and speed advisory signs throughout Agoura Hills.

Speeds along the 28 segments included in the study are summarized as follows:
· 12 street segments are recommended to adopt the recorded 85th percentile speed rounded to its nearest increment of 5 mph, matching the existing speed limit on the segment (i.e. 42 mph to 40 mph, 43 mph to 45 mph).
o Traditional E&TS speed determination process.
· 8 street segments are recommended to adopt the recorded 85th percentile speed rounded down to its nearest increment of 5 mph, matching the existing speed limit on the segment, if one exists (i.e. 44 mph to 40 mph).
o In conformance with CVC 22358.8 to retain the currently adopted speed limit. · 2 street segments are recommended to adopt the recorded 85th percentile speed rounded to its nearest increment of 5 mph, resulting in a speed limit that is 5 mph lower than the existing speed limit.
o Traditional E&TS speed determination process.
· 4 street segments along Agoura Road are recommended to downgrade the rounded recorded 85th percentile speed by an additional 5 mph (i.e. 46 mph rounded to 45 mph and downgraded to 40 mph), reducing the existing speed limit by 5 mph. o In conformance with CVC 22358.7 to reduce speed limits 5 mph from rounded speed due to bicyclist and pedestrian generators.
· 1 street segment (Driver Ave/Palo Comado Canyon Road between Argos Street and Ventura Freeway) is recommended to adopt the recorded 85th percentile speed rounded down to its nearest increment of 5 mph, matching the speed on the western portion of the segment, to standardize speed limits across the entire segment. (33.7 mph to 30 mph). o In conformance with CVC 22358.7 to reduce speed limits 5 mph from rounded speed due to bicyclist and pedestrian generators.
· 1 street segment (Reyes Adobe Road north of Lake Lindero Drive) is recommended to adopt the recorded 85th percentile speed rounded down and downgraded (43.5 mph to 35 mph).
o In conformance with CVC 22358.6 to round down speed to nearest five mph increment and CVC 22358.7 to reduce speed limits by an additional 5 mph due to bicyclist and pedestrian generators.

City of Agoura Hills Page 12
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 Table 3: Speed Survey Recommendations
Location
Number
Location
Name
Limits
(From) Limits (To)
Existing
Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
10 mph
pace
Average
Daily
Traffic
(ADT)
Collisions
per Million
vehicle
Miles
(CMVM)
Expected
Collisions
per Million
Vehicle
Miles
(COL/MVM)*
85th
percentile
rounded
Recommended
Speed Justification
1 Agoura Road West City
Limits
Reyes
Adobe
Road
45 48.1 39 - 48 7,937 0.30 1.15 50 45
85th percentile speed
rounded down to retain
prior speed limit and
maintain consistency with
adjacent segment in
Westlake Village
2 Agoura Road
Reyes
Adobe
Road
Ladyface
Court 45 47.4 36 - 45 12,671 0.26 1.15 45 40
85th percentile speed
downgraded due to
pedestrian and cyclist
infrastructure and road
curvature.
3 Agoura Road Ladyface
Court
Kanan
Road 45 47.4 37 - 46 9,255 1.13 1.15 45 40
85th percentile speed
downgraded due to
pedestrian and cyclist
infrastructure and road
curvature creating tight
turns with lower visibility.
4 Agoura Road Kanan
Road
Cornell
Road 35 36.2 28 - 37 5,737 1.01 1.03 35 35 85th percentile speed 5 Agoura Road Cornell
Road
Chesebro
Rd/Laura
La Plante
45 45.9 33 - 42 5,607 0.49 1.03 45 40
85th percentile speed
downgraded due to
cyclist infrastructure and
road curvature.
6 Agoura Road
Chesebro
Rd/ Laura
La Plante
Liberty
Canyon 45 47.2 40 - 49 7,726 0.50 1.03 45 40
85th percentile speed
downgraded due to
cyclist infrastructure and
road curvature restricting
visibility
City of Agoura Hills Page 13
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 Location
Number
Location
Name
Limits
(From) Limits (To)
Existing
Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
10 mph
pace
Average
Daily
Traffic
(ADT)
Collisions
per Million
vehicle
Miles
(CMVM)
Expected
Collisions
per Million
Vehicle
Miles
(COL/MVM)*
85th
percentile
rounded
Recommended
Speed Justification
7 Canwood
Street
West City
Limits
Reyes
Adobe
Road
35 37.8 27 - 36 2,698 1.04 1.03 40 35
85th percentile speed
rounded down to retain
prior speed limit
8 Canwood
Street
Reyes
Adobe
Road
Kanan
Road 40 41.8 33 - 42 2,760 0.85 1.03 40 40 85th percentile speed 9 Canwood
Street
Kanan
Road
Derry
Avenue 40 42.1 31 - 40 9,527 0.48 1.03 40 40 85th percentile speed 10 Canwood
Street
Derry
Avenue
Chesebro
Road 40 37.3 26 - 35 5,007 0.28 1.03 35 35 85th percentile speed 11 Driver
Ave/Palo
Comado
Canyon Road
Argos
Street
Ventura
Freeway 30/35† 33.7 25 - 34 5,961 0.52 1.03 35 30
85th percentile speed
rounded down due to
curvature restricting sight
distance, bike lanes,
horse activity, park, and
school, as well as to
standardize the speed
across segment.
12 Kanan Road North City
Limits Laro Drive 45 47.4 36 - 45 20,510 0.76 1.03 45 45 85th percentile speed 13 Kanan Road Laro Drive
Thousand
Oaks
Boulevard
40 42.1 32 - 41 25,682 0.93 1.15 40 40 85th percentile speed 14 Kanan Road
Thousand
Oaks
Boulevard
Hillrise
Drive 40 40.7 32 - 41 28,544 1.24 1.15 40 40 85th percentile speed 15 Kanan Road Hillrise
Drive
Canwood
Street 40 42.9 33 - 42 28,603 1.03 1.15 45 40 85th percentile speed 16 Kanan Road Canwood
Street
Agoura
Road
35 NB
40/35 SB†

34.0 23 - 32 26,644 2.29 1.15 35 35 85th percentile speed City of Agoura Hills Page 14
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 Location
Number
Location
Name
Limits
(From) Limits (To)
Existing
Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
10 mph
pace
Average
Daily
Traffic
(ADT)
Collisions
per Million
vehicle
Miles
(CMVM)
Expected
Collisions
per Million
Vehicle
Miles
(COL/MVM)*
85th
percentile
rounded
Recommended
Speed Justification
17 Kanan Road Agoura
Road
South City
Limits 45 48.2 40 - 49 21,818 0.61 1.03 50 45
85th percentile speed
rounded down to retain
prior speed limit and due
to road curvature
18 Liberty
Canyon Road
Agoura
Road
Country
Glen Road 40 44.2 34 - 43 4,083 1.94 1.03 45 40
85th percentile speed
rounded down due to
retention of prior speed
limit, high collision rate,
cyclist infrastructure, and
limited sidewalks.
19 Palo Comado
Canyon
Road/
Chesebro
Road
Agoura
Road
Ventura
Freeway 35 34.0 25 - 34 11,812 0.00 1.03 35 35 85th percentile speed 20 Reyes Adobe
Road
Lake
Lindero
Drive
Thousand
Oaks
Boulevard
40 41.1 29 - 38 2,966 1.63 1.15 40 40 85th percentile speed 21 Reyes Adobe
Road
Thousand
Oaks
Boulevard
Agoura
Road 40 43.6 33 - 42 11,721 0.74 1.27 45 40
85th percentile speed
rounded down to retain
prior speed limit
22 Roadside
Drive
Kanan
Road
Lewis
Street 40 42.4 33 - 42 4,870 0.71 1.03 40 40 85th percentile speed 23 Thousand
Oaks Blvd
West City
Limits
Reyes
Adobe
Road
45 47.2 36 - 45 16,919 0.69 1.15 45 45 85th percentile speed 24 Thousand
Oaks Blvd
Reyes
Adobe
Road
Buffwood
Place 40 43.8 33 - 42 14,490 0.30 1.15 45 40
85th percentile speed
rounded down to retain
prior speed limit
25 Thousand
Oaks Blvd
Buffwood
Place
Kanan
Road 35 37.4 27 - 36 12,603 1.75 1.15 35 35 85th percentile speed City of Agoura Hills Page 15
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 Location
Number
Location
Name
Limits
(From) Limits (To)
Existing
Speed
Limit
(mph)
85th
Percentile
Speed
(mph)
10 mph
pace
Average
Daily
Traffic
(ADT)
Collisions
per Million
vehicle
Miles
(CMVM)
Expected
Collisions
per Million
Vehicle
Miles
(COL/MVM)*
85th
percentile
rounded
Recommended
Speed Justification
26 Thousand
Oaks Blvd
Kanan
Road
Carell
Avenue 35 38.4 27 - 36 8,756 0.69 1.03 40 35
85th percentile speed
rounded down to retain
prior speed limit and due
to pedestrian traffic
generated from nearby
school
27 Cornell Rd Cornell
Way
Agoura
Road None 38.3 31 - 40 1,106 4.53 1.03 40 35
85th percentile speed
rounded down due to
curvature, low visibility,
high collision rate, narrow
road width, and narrow
shoulder.
28 Reyes Adobe
Rd
Lake
Lindero
Drive
North City
Limit 40 43.5 31 - 40 1,482 4.34 1.03 45 35
85th percentile rounded
down and downgraded to
nearby school, horizontal
and vertical curvature,
sidewalks, and
crosswalks.
*based on the 2023 Caltrans Crash Data on California State Highways †On Driver Ave/Palo Comado Canyon Road, existing speed limit is 35 MPH east of Colodny Drive to Ventura Freeway and 30 MPH west of Colodny Drive to Argos Street. On Kanan Road between Canwood Street and Agoura Road, speed limit is 35 MPH in the northbound direction across the entire segment, 35 MPH in the southbound direction between Agoura Road and US-101 NB Ramps, and 40 MPH north of US-101 NB Ramps.

City of Agoura Hills Page 16
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 Figure 1: Existing Speed Limit Map
(to be inserted after PDF-ing)
MPH MPH MPH MPH Figure 1: Existing Speed Limit Map

City of Agoura Hills Page 17
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 Figure 2: 85th Percentile Speed Limit Map

MPH MPH MPH MPH

City of Agoura Hills Page 18
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 Figure 3: Proposed Speed Limit Map

City of Agoura Hills Page 19
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025 Figure 4: Speed Limit and Advisory Signs Map
City of Agoura Hills Page 20
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025

3.1 Segments with Special Conditions
Pursuant to the 2014 CA MUTCD and the 2025 CVC, the speed limit should be established at the first five-mile nearest to the 85th Percentile. 14 of the study segments have recommended speed limits determined by this procedure, 12 of which maintain existing speed limits and 2 of which result in a 5-mph speed limit reduction from existing limits. Furthermore, Section 22358.8 of the CVC provides local authorities with the ability to “retain the currently adopted speed limit.” Of the study segments, 7 segments have recommended speed limits rounded down to the nearest fivemile increment, maintaining existing speed limits. Finally, the following 7 segments surveyed have recommended speed limits that were below the existing speed limit and were lowered due to conditions not readily apparent to the driver.

1. Segment 2 – Agoura Road from Reyes Adobe Road to Ladyface Court: The existing posted speed limit is 45 mph with 2 through lanes in each direction and an ADT of 12,671 vehicles. The adjacent land use consists of primarily commercial office buildings. The 85th percentile is 47 mph, which indicates a speed limit of 45 mph. Due to restricted sight distance from vertical and horizontal road curvature, as well as considering the presence of pedestrian and bicycle traffic that may not be readily apparent to drivers, a reduction of 5 mph is justified. Therefore, a speed limit of 40 mph is recommended.

2. Segment 3 – Agoura Road from Ladyface Court to Kanan Road: The existing posted speed limit is 45 mph with 2 through lanes in each direction and an ADT of 9,255 vehicles.

The adjacent land use consists of primarily commercial office buildings. The 85th percentile is 47 mph, which indicates a speed limit of 45 mph. Due to restricted sight distance from vertical and horizontal road curvature, as well as considering the presence of pedestrian and bicycle traffic that may not be readily apparent to drivers, a reduction of 5 mph is justified. Therefore, a speed limit of 40 mph is recommended.

3. Segment 5 – Agoura Road from Cornell Road to Chesebro Road / Laura La Plante: The existing posted speed limit is 45 mph with 2 through lanes in each direction and an ADT of 5,607 vehicles. The adjacent land use consists of primarily commercial office buildings on the north side of the street and residential areas to the south. The 85th percentile is 46 mph, which indicates a speed limit of 45 mph. Due to restricted sight distance from vertical and horizontal road curvature, as well as considering the presence of bicycle traffic that may not be readily apparent to drivers, a reduction of 5 mph is justified. Therefore, a speed limit of 40 mph is recommended.

4. Segment 6 – Agoura Road from Ladyface Court to Kanan Road: The existing posted speed limit is 45 mph with 2 through lanes in each direction and an ADT of 7,726 vehicles.

The adjacent land use consists of primarily residential developments. The 85th percentile is 47 mph, which indicates a speed limit of 45 mph. Due to restricted sight distance from vertical and horizontal road curvature, as well as considering the presence of bicycle traffic that may not be readily apparent to drivers, a reduction of 5 mph is justified. Therefore, a speed limit of 40 mph is recommended.

City of Agoura Hills Page 21
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025

5. Segment 11 – Driver Ave/Palo Comado Canyon Road from Argos Street to the Ventura Freeway: The existing posted speed limit is 30 mph on the western portion of the segment and 35 mph on the eastern portion of the segment, with 1 through lane in each direction and a daily ADT of 5,961 vehicles. The adjacent land use consists of single family residential, commercial, proximity to the freeway, and an adjacent school. The 85th percentile speed is 34 mph, which indicates a speed limit of 35 mph. Due to restricted sight distance from vertical and horizontal road curvature, bike lanes, horse activity, pedestrian traffic from the nearby school and park, limited sidewalk infrastructure, and inconsistent speed limits across the segment, a reduction of 5 mph is justified to maintain the speed limit on the segment’s western portion and lower the speed limit on the segment’s eastern portion. Therefore, a speed limit of 30 mph is recommended.

6. Segment 27 – Cornell Road from Cornell Way to Agoura Road: No speed limit is posted on this segment, which consists of 1 through lane in each direction and a daily ADT of 1,106 vehicles. The adjacent land use consists of vacant and open space. The 85th percentile is 38 mph, which indicates a speed limit of 40 mph. Due to restricted sight distance from vertical and horizontal road curvature, high collision rate, narrow road width, and a narrow shoulder, there are conditions that may not be readily apparent to unfamiliar drivers and a reduction of 5 mph is justified. The street also has several advisory speeds as low as 25 mph around its tightest curves. Therefore, a speed limit of 35 mph is recommended.

7. Segment 28 – Reyes Adobe Road from Lake Lindero Drive to North City Limit: The existing posted speed limit is 40 mph with 1 through lane in each direction and a daily ADT of 1,482 vehicles. The adjacent land use consists of residential land and the nearby Yerba Buena Elementary School. The 85th percentile speed is 44 mph, which indicates a speed limit of 45 mph. Due to restricted sight distance from vertical and horizontal road curvature, high collision rate, and a significant pedestrian presence from the nearby elementary school, there are conditions that may not be readily apparent to unfamiliar drivers, therefore a round down plus a further reduction of 5 mph to the existing 85th percentile speed is justified. Additionally, at the Northern end of the segment an advisory speed of 20 mph is posted. A speed limit of 35 mph is recommended, representing a 5 mph reduction from the existing speed limit. This cumulative speed reduction of 9.5 mph below the recorded 85th percentile speed conforms with MUTCD and CVC regulations for speed limit reductions, which must not be reduced more than 12.4 mph from existing speed limits.

City of Agoura Hills Page 22
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025

APPENDIX A
CA MUTCD Speed Limit Application Tables

____________________________________________________________________________________________ ____________________________________________________________________________________________ California MUTCD 2014 Edition Page 258
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Table 2B-1(CA). California Regulatory Sign and Plaque Sizes (Sheet 7 of 7)

Sign or Plaque Sign
Designation Section
Conventional Road
Single Expressway Freeway Minimum Oversized
Lane
MultiLane

FREEWAY - ACCESS RIGHTS

RESTRICTED ON THIS SECTION OF

HIGHWAY
S3-1(CA) 2B.39 30 x 24 30 x 24 --- --- --- ---

STATE PROPERTY - NO DUMPING -
NO PARKING - NO TRESPASSING S8(CA) 2B.111 36 x 22 36 x 22 --- --- --- ---

STATE PROPERTY - ANY PERSON

REMOVING OR MOLESTING SAME

WILL BE PROSECUTED
S20(CA) 2B.111 24 x 18 24 x 18 --- --- --- ---
Weigh Station Repair Service plaque S21(CA) 2B.60 36 x 24 36 x 24 --- --- --- --- Rest Area/Vista Point 8 HOUR
PARKING S23(CA) 2B.46,
2I.05 24 x 24 24 x 24 --- --- --- ---
DAYLIGHT HEADLIGHT SECTION S30-1(CA) 2B.64 84 x 54 84 x 54 --- --- --- ---

TURN ON HEADLIGHTS NEXT X
MILES S30-2(CA) 2B.64 108 x 54 108 x 54 --- --- --- ---

END DAYLIGHT HEADLIGHT
SECTION S30-3(CA) 2B.64 84 x 66 84 x 66 --- --- --- --- TURN ON HEADLIGHTS S30-4(CA) 2B.64 84 x 42 84 x 42 --- --- --- --- CHECK HEADLIGHTS S30-5(CA) 2B.64 84 x 42 84 x 42 --- --- --- --- Safety Corridor Sign S33(CA) 2B.64 102 x 48 102 x 48 --- --- --- --- Table 2B-101(CA). Standard Application of Speed Limits per California Vehicle Code Speed Determined
by Roadway Facility CVC Section
15 mph State or
local authority
 Railroad grade crossing with obstructed view
 Uncontrolled highway intersection with obstructed view  An alley
22352.a.1
15 & 20 mph State or
local authority
Where the prima facie speed of 25 mph is more than is reasonable or safe  Narrow street not exceeding 25 feet other than a State Highway in a business or residential area or in a public park
 Road near a school or senior center facility
22358.3 &
22358.4
25 mph State or
local authority
 Any highway in any business or residential district
 A street contiguous to senior citizen facility other than a State highway  Adjacent to a children’s playground in a public park, but only during particular hours or days when children are expected to use facilities 22352.b &
22357.1
Chapter 2B – Regulatory Signs, Barricades, and Gates Revised February 6, 2023 Part 2 – Signs

Chapter 2B – Regulatory Signs, Barricades, and Gates
Part 2 – Signs
Revised February 6, 2023

cle Code
California MUTCD 2014 Edition Page 259
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Table 2B-102(CA). Standard Application of Speed Limits per California Vehicle Code Speed Determined by Roadway Facility CVC
Section
15 to 60 mph Caltrans State highway, based on an E&TS where ethe limit of 65 mph is more than reasonable or safe 22354
15 to 60 mph
Local city council
or county board
of supervisors for
Caltrans
State highway, local entities may conduct a public hearing on proposed increases or decreases and the State Department of Transportation shall take into consideration the results of the public hearing
22354.5
30 to 65 mph Local authority
Any street other than a State highway, by ordinance, may post a prima facie speed limit based on an E&TS where a speed > 25 mph would facilitate the orderly movement of vehicular traffic and would be reasonable and safe
22357
15 to 60 mph Local authority
Any street other than a State highway, by ordinance, may post a prima facie speed limit based on an E&TS where the limit of 65 mph is more than is reasonable and safe
22358.8(a)
20 to 50 mph for
Trucks
State or
local authority
Highways under their respective jurisdiction where 55 mph is more than is reasonable or safe for vehicles mentioned in CVC 22406 (Trucks and other large vehicles)
22407
Maximum Speed
55 mph
State or
local authority
 Two-lane, undivided highway
 Any highway if driving any of the following vehicles:
a. Motortruck or truck tractor with > 3 axles
b. Passenger vehicle or bus towing any other vehicle
c. School bus transporting any school pupil
d. A farm labor vehicle when transporting passengers
e. A vehicle transporting explosives
f. A trailer bus
22349.b & .c
and 22406
Maximum Speed
Limit of 65 mph
State or
local authority
Any highway, posted at 65 mph based upon an E&TS, for
vehicles not subject to CVC 22406
22349(a) &
22349
Maximum
Freeway Speed
Limit 70 mph
Caltrans
Freeways, after consultation with the California Highway Patrol, based upon an E&TS, or upon the basis of appropriate designs standards and projected traffic volumes in the case of newly constructed freeway segments, for vehicles not subject to CVC 22406
22356

November 7, 2014
California MUTCD 2014 Edition Page 260
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Table 2B-103(CA). Examples showing applicability of rounding and additional speed reduction on State Highway System
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))

47.5-50.0 50 45 N/A

45.1-47.4 45 N/A 40

42.5-45.0 45 40 N/A

40.1-42.4 40 N/A 35
Note – CVC Sections 22358.7, 22358.8 & 22358.9 are applicable to local agency roadways and public properties subjected to CVC, they are not applicable to the State Highway System. Refer to Section 2B.13 for more details.

Table 2B-104(CA). Examples showing applicability of rounding and additional speed reduction on Local Agency’s Roadways & Private Property Subjected to CVC
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 N/A 40

45.1-47.4 45 N/A 40 35

42.5-45.0 45 40 N/A 35

40.1-42.4 40 N/A 35 30
* Note – CVC Sections 22358.7, 22358.8 & 22358.9 are applicable to local agency roadways and private properties subjected to CVC, they are not applicable to the State Highway System. Refer to Section 2B.13 for more details.

Chapter 2B – Regulatory Signs, Barricades, and Gates Revised February 6, 2023 Part 2 – Signs

November 7, 2014

Table 2B-105(CA). 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 asses the concentration of linear patterns of injuries within a define 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.

California MUTCD 2014 Edition Page 261
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Chapter 2B – Regulatory Signs, Barricades, and Gates Revised February 6, 2023 Part 2 – Signs

Category Generator
Employment centers
Presence of retail
Parks, multi-use trails, and recreational destinations
Land Use 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
Sidewalk presence
Presence of Crosswalk presence
Pedestrian/Bicyclist Bikeway presence
Infrastructure 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
November 7, 2014
California MUTCD 2014 Edition Page 262
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Table 2B-106(CA). Requirements to determine Land or Facility that Generates High Concentrations of Bicyclists or Pedestrians
Chapter 2B – Regulatory Signs, Barricades, and Gates Revised February 6, 2023 Part 2 – Signs

City of Agoura Hills Page 23
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025

APPENDIX B
Speed Radar Certifications
,
r

SOUTHERN CALIFORNIA RADAR/LASER

CERTIFICATION LABORATORY
P.O. Box 2397
Borrego Springs, CA 92004
619-922-3504
I certify that the Decatur Genesis VP Handheld Directional Radar, Serial Number 02557 was tested on February 27, 2024 and was calibrated to be within the Manufacturers specifications for accuracy and stability. • Unit meets or exceeds the NHTSA standards for accuracy. • Unit is listed on the IACP Conforming Product List.
• Unit tests meet or exceed the standards set forth in eve 40802().

Test Results
Test Min Max Read Pass
Visual/Function - - - Yes
Tuning Fork -.5% +.5% +.00 Yes
Freauencv
Radar Device Tuning -lMPH +lMPH 35 - 2568 Hz Yes
Fork s/ n 282445 &
39148
Microwave Frequency -l00MHz +l00MHz 24.136GHz Yes - K-Band Radiated Output -1.5dB +1.5dB +.05 Yes
Power Variation
Antenna Horizontal - 15° 14° Yes
Bandwidth K-Band
Low Voltage Supply ',
- 10.8V 10.4 Yes
Accuracy-Stationary -2MPH +lMPH 0 Yes
Mode
RFI tests Null Yes
Temperature sens. -10° F. +150° F. Null Yes
Target Channel <l0dB (35- 2.9dB Yes Sensitivity 90 MPH) Antenna Near Field 0 dBm/cm2 -9.5dBm/cm2
Maximum Power Yes
Densitv
25MPH -2MPH +lMPH 25MPH Yes
50MPH -2MPH +lMPH SO MPH Yes
65 MPH -2MPH +lMPH 65MPH Yes Tius unit was thoroughly l~ted fOf accuracy uSJn g NIHSA an d ·o· Milllufactureo tei.t metJ1od1 with equipment specifically designed and bwlt lO enwrc prcc11>1on measurements under controlled The on 0 111al of thts document has an
embossed seal over the signature. Expiration Date: February 27. 2027 cood,uoni. 1 hib unu ,,,i.~ ,JI applicable te,ts and is hereb ce, ufied onn ,Le within tJ1e mllJlufact • Y IO r- d b u_rer '.J>PCC1fic.1uon, and Lo confo, 111 to NI ITSA ..u.n aidS lO e ACC\lf!I\C,IJl 1L•m\~urcmc111 of the~peed of any vehicle 1 certify (or declare) under-the penalt of e • . . true and correct. Y P rJury under the laws of the state of Cahforma that the foregoing is s'· -~<>
P~ge Pet e Rad . -~~te: February 27, 2024
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City of Agoura Hills Page 24
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025

APPENDIX C
Engineering and Traffic Survey Forms

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 14:46:00 TO 15:52:00 # OF ACC.= 0 SPEED1 Agoura Rd between West City Limits and Reyes Adobe Rd.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED1 Agoura Rd between West City Limits and Reyes Adobe Rd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Vitaliy Y.
58 1 0 58 X 1 0 1 58 1
57 0 0 57 0 0 0 0 1 WEATHER: SUNNY
56 0 0 56 0 0 0 0 1 POSTED SPEED LIMIT: 45 MPH
55 1 0 55 X 1 0 1 55 2 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 2 COMMENTS:
53 0 0 53 0 0 0 0 2 ROAD CONDITION: GOOD
52 1 2 52 XXX 1 2 3 156 5
51 0 0 51 0 0 0 0 5 ROAD SEGMENT LENGTH:
50 6 9 50 XXXXXXXXXXXXXXX 6 9 15 750 20 ACCIDENT HISTORY: 0.00 49 11 5 49 XXXXXXXXXXXXXXXX 11 5 16 784 36 LANES PER DIRECTION:
48 9 16 48 XXXXXXXXXXXXXXXXXXXXXXXXX 9 16 25 1200 61 * ACCIDENT RATE: 0 47 5 9 47 XXXXXXXXXXXXXX 5 9 14 658 75 * STREET WIDTH (Ft.):
46 5 9 46 XXXXXXXXXXXXXX 5 9 14 644 89 * EXPECTED RATE: 0 45 13 11 45 XXXXXXXXXXXXXXXXXXXXXXXX 13 11 24 1080 113 P DATA COLLECTION METHOD: RADAR 44 7 14 44 XXXXXXXXXXXXXXXXXXXXX 7 14 21 924 134 A PROPOSED SPEED LIMIT: 0 43 7 3 43 XXXXXXXXXX 7 3 10 430 144 C DEVELOPMENT:
42 12 12 42 XXXXXXXXXXXXXXXXXXXXXXXX 12 12 24 1008 168 E ADT: 0 41 5 1 41 XXXXXX 5 1 6 246 174 *
40 8 16 40 XXXXXXXXXXXXXXXXXXXXXXXX 8 16 24 960 198 *
39 15 10 39 XXXXXXXXXXXXXXXXXXXXXXXXX 15 10 25 975 223 * 38 13 10 38 XXXXXXXXXXXXXXXXXXXXXXX 13 10 23 874 246 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 6 5 37 XXXXXXXXXXX 6 5 11 407 257
36 0 1 36 X 0 1 1 36 258
35 5 7 35 XXXXXXXXXXXX 5 7 12 420 270 85TH %: 48.0 48.0 48.1 M.P.H. 34 2 3 34 XXXXX 2 3 5 170 275
33 1 1 33 XX 1 1 2 66 277 50TH %: 41.1 42.5 41.8 M.P.H. 32 1 2 32 XXX 1 2 3 96 280
31 0 0 31 0 0 0 0 280 15TH %: 34.2 37.1 35.6 M.P.H.
30 0 1 30 X 0 1 1 30 281
29 3 1 29 XXXX 3 1 4 116 285 10 MPH PACE: 37 - 46 39 - 48 39 - 48 M.P.H. 28 5 1 28 XXXXXX 5 1 6 168 291
27 1 1 27 XX 1 1 2 54 293 % IN PACE: 61% 67% 62%
26 6 0 26 XXXXXX 6 0 6 156 299
25 1 0 25 X 1 0 1 25 300 % OVER PACE: 23% 11% 12%
24 0 0 24 0 0 0 0 300
23 0 0 23 0 0 0 0 300 % UNDER PACE: 17% 22% 26%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 41.12 42.52 41.82 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 44.52 27.58 36.42 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 6.67 5.25 6.04 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.30 0.18 0.12 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.54 0.43 0.35 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 12546
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/8/2025
Agoura Hills
1 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/8/2025 Posted Speed Limit
Time of Speed Survey 14:46 - 15:52 Speed Justification
50th Percentile Speed (Mean Speed) 42 mph
85th Percentile Speed 48 mph
10 mph Pace Speed 39 - 48
Percentage of Vehicles in Pace 62.3% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 2
Collision Rate (ACC/MVM) 0.30
Expected Collisions (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 7937 Date Counted
Number of Lanes 4
Type of Traffic Control
Crosswalks? At signalized intersections
Pedestrian Traffic Minimal
Truck Traffic Minimal
On-Street Parking
Sidewalks? Yes, on both sides of street
Driveways? Moderate on north side of street and one on south side Bike Lanes? Both sides of street

ROADWAY FACTORS
Length of Segment 7,575'
Width 74'
Vertical Curve Slight
Horizontal Curve Moderate
Visibility Minimal restriction due to road curvature
Roadway Conditions Good. Raised median.

Lighting Yes
Adjacent Land Use Business Office
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number
4/8/2025
45 MPH

CITY OF AGOURA HILLS
No on-street parking

ENGINEERING AND TRAFFIC SURVEY
Agoura Road
West City Limits Reyes Adobe Road
Signalized at Reyes Adobe Road
85th percentile speed rounded down to retain prior speed limit and maintain consistency with adjacent segment in Westlake Village
45 MPH
1 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:55 PM TO 2:30 PM # OF ACC.= 0 SPEED2 Agoura Rd between Reyes Adobe Rd and Ladyface Ct.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED2 Agoura Rd between Reyes Adobe Rd and Ladyface Ct. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Vitaliy Y.
58 0 0 58 0 0 0 0 0
57 0 2 57 XX 0 2 2 114 2 WEATHER: SUNNY
56 1 0 56 X 1 0 1 56 3 POSTED SPEED LIMIT: 45 MPH
55 0 1 55 X 0 1 1 55 4 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 4 COMMENTS:
53 0 4 53 XXXX 0 4 4 212 8 ROAD CONDITION: GOOD
52 4 0 52 XXXX 4 0 4 208 12
51 0 3 51 XXX 0 3 3 153 15 ROAD SEGMENT LENGTH:
50 3 5 50 XXXXXXXX 3 5 8 400 23 ACCIDENT HISTORY: 0.00
49 4 8 49 XXXXXXXXXXXX 4 8 12 588 35 LANES PER DIRECTION:
48 2 10 48 XXXXXXXXXXXX 2 10 12 576 47 ACCIDENT RATE: 0 47 2 0 47 XX 2 0 2 94 49 STREET WIDTH (Ft.):
46 5 3 46 XXXXXXXX 5 3 8 368 57 EXPECTED RATE: 0
45 14 15 45 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 14 15 29 1305 86 * DATA COLLECTION METHOD: RADAR 44 13 12 44 XXXXXXXXXXXXXXXXXXXXXXXXX 13 12 25 1100 111 * PROPOSED SPEED LIMIT: 0 43 14 13 43 XXXXXXXXXXXXXXXXXXXXXXXXXXX 14 13 27 1161 138 * DEVELOPMENT:
42 19 8 42 XXXXXXXXXXXXXXXXXXXXXXXXXXX 19 8 27 1134 165 P ADT: 0 41 11 12 41 XXXXXXXXXXXXXXXXXXXXXXX 11 12 23 943 188 A
40 10 8 40 XXXXXXXXXXXXXXXXXX 10 8 18 720 206 C
39 7 9 39 XXXXXXXXXXXXXXXX 7 9 16 624 222 E
38 8 10 38 XXXXXXXXXXXXXXXXXX 8 10 18 684 240 * EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 7 4 37 XXXXXXXXXXX 7 4 11 407 251 *
36 5 4 36 XXXXXXXXX 5 4 9 324 260 *
35 6 6 35 XXXXXXXXXXXX 6 6 12 420 272 85TH %: 46.4 48.2 47.4 M.P.H. 34 6 4 34 XXXXXXXXXX 6 4 10 340 282
33 5 3 33 XXXXXXXX 5 3 8 264 290 50TH %: 41.3 42.4 41.8 M.P.H. 32 0 4 32 XXXX 0 4 4 128 294
31 2 0 31 XX 2 0 2 62 296 15TH %: 36.2 36.5 36.3 M.P.H. 30 0 0 30 0 0 0 0 296
29 1 0 29 X 1 0 1 29 297 10 MPH PACE: 37 - 46 36 - 45 36 - 45 M.P.H. 28 1 1 28 XX 1 1 2 56 299
27 0 1 27 X 0 1 1 27 300 % IN PACE: 72% 63% 68%
26 0 0 26 0 0 0 0 300
25 0 0 25 0 0 0 0 300 % OVER PACE: 11% 24% 19%
24 0 0 24 0 0 0 0 300
23 0 0 23 0 0 0 0 300 % UNDER PACE: 17% 13% 13%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 41.31 42.37 41.84 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 24.12 32.11 28.30 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 4.91 5.67 5.32 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.16 0.21 0.09 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.40 0.46 0.31 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 12552
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
2 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 13:55 - 14:30 Speed Justification
50th Percentile Speed (Mean Speed) 42 mph
85th Percentile Speed 47 mph
10 mph Pace Speed 36 - 45
Percentage of Vehicles in Pace 67.7% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 4
Collision Rate (ACC/MVM) 0.26
Expected Collisions (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 12671 Date Counted
Number of Lanes 4
Type of Traffic Control
Crosswalks? At signalized intersections
Pedestrian Traffic Minimal
Truck Traffic Minimal
On-Street Parking
Sidewalks? Yes, on both sides of street
Bike Lanes? Yes. on both sides
Driveways? Moderate on north side, minimal on south side of street

ROADWAY FACTORS
Length of Segment 5,960'
Width 66'
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good. Raised median.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number
4/8/2025
45 MPH
No on-street parking
Signalized at Reyes Adobe Road and Ladyface Court
85th percentile speed downgraded due to pedestrian and cyclist infrastructure and road curvature.
40 MPH

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Agoura Road
Reyes Adobe Road Ladyface Court
2 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 2:35 PM TO 3:18 PM # OF ACC.= 0 SPEED3 Agoura Rd between Ladyface Ct and Kanan Rd.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED3 Agoura Rd between Ladyface Ct and Kanan Rd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Vitaliy Y.
58 0 0 58 0 0 0 0 0
57 0 1 57 X 0 1 1 57 1 WEATHER: SUNNY
56 0 0 56 0 0 0 0 1 POSTED SPEED LIMIT: 45 MPH
55 0 1 55 X 0 1 1 55 2 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 2 COMMENTS:
53 4 0 53 XXXX 4 0 4 212 6 ROAD CONDITION: GOOD
52 8 3 52 XXXXXXXXXXX 8 3 11 572 17
51 1 5 51 XXXXXX 1 5 6 306 23 ROAD SEGMENT LENGTH:
50 5 4 50 XXXXXXXXX 5 4 9 450 32 ACCIDENT HISTORY: 0.00 49 6 0 49 XXXXXX 6 0 6 294 38 LANES PER DIRECTION:
48 12 0 48 XXXXXXXXXXXX 12 0 12 576 50 ACCIDENT RATE: 0 47 0 0 47 0 0 0 0 50 STREET WIDTH (Ft.):
46 13 15 46 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 13 15 28 1288 78 * EXPECTED RATE: 0 45 11 8 45 XXXXXXXXXXXXXXXXXXX 11 8 19 855 97 * DATA COLLECTION METHOD: RADAR 44 1 12 44 XXXXXXXXXXXXX 1 12 13 572 110 * PROPOSED SPEED LIMIT: 0 43 6 8 43 XXXXXXXXXXXXXX 6 8 14 602 124 P DEVELOPMENT:
42 8 9 42 XXXXXXXXXXXXXXXXX 8 9 17 714 141 A ADT: 0
41 11 9 41 XXXXXXXXXXXXXXXXXXXX 11 9 20 820 161 C
40 9 16 40 XXXXXXXXXXXXXXXXXXXXXXXXX 9 16 25 1000 186 E 39 13 15 39 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 13 15 28 1092 214 * 38 8 8 38 XXXXXXXXXXXXXXXX 8 8 16 608 230 * EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 12 9 37 XXXXXXXXXXXXXXXXXXXXX 12 9 21 777 251 *
36 0 7 36 XXXXXXX 0 7 7 252 258
35 3 5 35 XXXXXXXX 3 5 8 280 266 85TH %: 48.2 46.6 47.4 M.P.H. 34 8 8 34 XXXXXXXXXXXXXXXX 8 8 16 544 282
33 6 1 33 XXXXXXX 6 1 7 231 289 50TH %: 42.2 41.1 41.6 M.P.H. 32 4 3 32 XXXXXXX 4 3 7 224 296
31 0 0 31 0 0 0 0 296 15TH %: 36.1 35.6 35.9 M.P.H.
30 0 0 30 0 0 0 0 296
29 0 0 29 0 0 0 0 296 10 MPH PACE: 37 - 46 37 - 46 37 - 46 M.P.H. 28 1 2 28 XXX 1 2 3 84 299
27 0 1 27 X 0 1 1 27 300 % IN PACE: 61% 73% 67%
26 0 0 26 0 0 0 0 300
25 0 0 25 0 0 0 0 300 % OVER PACE: 24% 9% 17%
24 0 0 24 0 0 0 0 300
23 0 0 23 0 0 0 0 300 % UNDER PACE: 15% 18% 16%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 42.18 41.10 41.64 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 33.93 27.98 31.15 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 5.83 5.29 5.58 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.23 0.19 0.10 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.48 0.43 0.32 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 12492
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
3 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 14:35 - 15:18 Speed Justification
50th Percentile Speed (Mean Speed) 42 mph
85th Percentile Speed 47 mph
10 mph Pace Speed 37 - 46
Percentage of Vehicles in Pace 67.0% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 9
Collision Rate (ACC/MVM) 1.13
Expected Collisions (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 9255 Date Counted
Number of Lanes 4 (3 at Kanan Road)
Type of Traffic Control
Crosswalks? At signalized intersections.

Pedestrian Traffic Minimal
Truck Traffic Moderate
On-Street Parking
Sidewalks? Yes, on both sides of street
Bikes Lanes? Yes, on both sides of street
Driveways? Moderate on north side, minimal on south side of street

ROADWAY FACTORS
Length of Segment 4,159'
Width 74' (Varies)
Vertical Curve Yes
Horizontal Curve Yes
Visibility Some restriction due to road curvature
Roadway Conditions Good. Raised Median
Lighting Yes
Adjacent Land Use Business Office and empty land
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number
4/8/2025
45 MPH

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Agoura Road
Ladyface Court Kanan Road
Signalized at Ladyface Circle and Kanan Road
No
85th percentile speed downgraded due to pedestrian and cyclist infrastructure and road curvature creating tight turns with lower visibility.
40 MPH
3 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:00 AM TO 10:08 AM # OF ACC.= 0 SPEED4 Agoura Rd between Kanan Rd and Cornell Rd.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED4 Agoura Rd between Kanan Rd and Cornell Rd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 35 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 0 51 0 0 0 0 0 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 0 ACCIDENT HISTORY: 0.00
49 0 0 49 0 0 0 0 0 LANES PER DIRECTION:
48 0 0 48 0 0 0 0 0 ACCIDENT RATE: 0
47 0 0 47 0 0 0 0 0 STREET WIDTH (Ft.):
46 0 0 46 0 0 0 0 0 EXPECTED RATE: 0
45 0 0 45 0 0 0 0 0 DATA COLLECTION METHOD: RADAR
44 0 0 44 0 0 0 0 0 PROPOSED SPEED LIMIT: 0
43 0 0 43 0 0 0 0 0 DEVELOPMENT:
42 0 1 42 X 0 1 1 42 1 ADT: 0
41 0 0 41 0 0 0 0 1
40 2 4 40 XXXXXX 2 4 6 240 7
39 12 2 39 XXXXXXXXXXXXXX 12 2 14 546 21
38 4 4 38 XXXXXXXX 4 4 8 304 29 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 13 4 37 XXXXXXXXXXXXXXXXX 13 4 17 629 46 *
36 9 12 36 XXXXXXXXXXXXXXXXXXXXX 9 12 21 756 67 *
35 14 15 35 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 14 15 29 1015 96 * 85TH %: 36.7 35.7 36.2 M.P.H. 34 8 4 34 XXXXXXXXXXXX 8 4 12 408 108 P
33 8 13 33 XXXXXXXXXXXXXXXXXXXXX 8 13 21 693 129 A 50TH %: 31.9 31.1 31.5 M.P.H. 32 10 12 32 XXXXXXXXXXXXXXXXXXXXXX 10 12 22 704 151 C
31 7 12 31 XXXXXXXXXXXXXXXXXXX 7 12 19 589 170 E 15TH %: 27.1 26.4 26.8 M.P.H. 30 14 13 30 XXXXXXXXXXXXXXXXXXXXXXXXXXX 14 13 27 810 197 * 29 7 15 29 XXXXXXXXXXXXXXXXXXXXXX 7 15 22 638 219 * 10 MPH PACE: 30 - 39 28 - 37 28 - 37 M.P.H. 28 6 6 28 XXXXXXXXXXXX 6 6 12 336 231 *
27 12 4 27 XXXXXXXXXXXXXXXX 12 4 16 432 247 % IN PACE: 66% 70% 67% 26 9 5 26 XXXXXXXXXXXXXX 9 5 14 364 261
25 7 10 25 XXXXXXXXXXXXXXXXX 7 10 17 425 278 % OVER PACE: 1% 7% 10% 24 8 12 24 XXXXXXXXXXXXXXXXXXXX 8 12 20 480 298
23 0 2 23 XX 0 2 2 46 300 % UNDER PACE: 33% 23% 23%
22 0 1 22 X 0 1 1 22 301
21 0 0 21 0 0 0 0 301 ARITHMETIC MEAN: 31.89 31.09 31.49 M.P.H. 20 0 0 20 0 0 0 0 301
19 0 0 19 0 0 0 0 301 SAMPLE VARIANCE: 21.44 20.16 20.89 18 0 0 18 0 0 0 0 301
17 0 0 17 0 0 0 0 301 STANDARD DEVIATION: 4.63 4.49 4.57 M.P.H. 16 0 0 16 0 0 0 0 301
15 0 0 15 0 0 0 0 301 VARIANCE OF THE MEAN: 0.14 0.13 0.07 14 0 0 14 0 0 0 0 301
13 0 0 13 0 0 0 0 301 STD. ERROR OF THE MEAN: 0.38 0.37 0.26 M.P.H. 12 0 0 12 0 0 0 0 301
11 0 0 11 0 0 0 0 301
10 0 0 10 0 0 0 0 301
150 151 301 9479
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
4 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 09:00 - 10:08 Speed Justification
50th Percentile Speed (Mean Speed) 31 mph
85th Percentile Speed 36 mph
10 mph Pace Speed 28 - 37
Percentage of Vehicles in Pace 67.1% Recommended Speed Limit Number of Survey Samples 301

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 2
Collision Rate (ACC/MVM) 1.01
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 5737 Date Counted
Number of Lanes 2
Type of Traffic Control
Crosswalks? 3; One at Kanan Road, one at Cornell Road, and one at the mid-block Pedestrian Traffic Moderate
Truck Traffic Minimal
On-Street Parking
Sidewalks? Yes, both sides
Bike Lanes? Yes, both sides
Driveways? Multiple

ROADWAY FACTORS
Length of Segment 1,660'
Width 40' (Varies)
Vertical Curve Yes, Significant
Horizontal Curve No
Visibility Some restriction due to road curvature
Roadway Conditions Good; rough road in some areas
Lighting Yes, Decorative lighting
Adjacent Land Use Commercial retail and office on both sides Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Agoura Road
Kanan Road
Signalized at Kanan Road; 4-way stop at Cornell Road
Yes, angled parking
85th percentile speed
35 MPH
4/8/2025
Cornell Road
35 MPH
4 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 11:00 AM TO 12:03 PM # OF ACC.= 0 SPEED5 Agoura Rd between Cornell Rd and Chesebro Rd.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED5 Agoura Rd between Cornell Rd and Chesebro Rd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 1 58 X 0 1 1 58 1
57 0 2 57 XX 0 2 2 114 3 WEATHER: SUNNY
56 0 0 56 0 0 0 0 3 POSTED SPEED LIMIT: 45 MPH
55 0 3 55 XXX 0 3 3 165 6 ROAD SURFACE: DRY
54 1 0 54 X 1 0 1 54 7 COMMENTS:
53 0 2 53 XX 0 2 2 106 9 ROAD CONDITION: GOOD
52 2 0 52 XX 2 0 2 104 11
51 0 0 51 0 0 0 0 11 ROAD SEGMENT LENGTH:
50 3 2 50 XXXXX 3 2 5 250 16 ACCIDENT HISTORY: 0.00
49 4 1 49 XXXXX 4 1 5 245 21 LANES PER DIRECTION:
48 0 2 48 XX 0 2 2 96 23 ACCIDENT RATE: 0
47 14 10 47 XXXXXXXXXXXXXXXXXXXXXXXX 14 10 24 1128 47 STREET WIDTH (Ft.):
46 4 9 46 XXXXXXXXXXXXX 4 9 13 598 60 EXPECTED RATE: 0
45 8 6 45 XXXXXXXXXXXXXX 8 6 14 630 74 DATA COLLECTION METHOD: RADAR 44 6 7 44 XXXXXXXXXXXXX 6 7 13 572 87 PROPOSED SPEED LIMIT: 0 43 6 5 43 XXXXXXXXXXX 6 5 11 473 98 DEVELOPMENT:
42 4 6 42 XXXXXXXXXX 4 6 10 420 108 * ADT: 0
41 9 2 41 XXXXXXXXXXX 9 2 11 451 119 *
40 9 7 40 XXXXXXXXXXXXXXXX 9 7 16 640 135 *
39 11 13 39 XXXXXXXXXXXXXXXXXXXXXXXX 11 13 24 936 159 P 38 9 7 38 XXXXXXXXXXXXXXXX 9 7 16 608 175 A EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 12 11 37 XXXXXXXXXXXXXXXXXXXXXXX 12 11 23 851 198 C
36 13 15 36 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 13 15 28 1008 226 E 35 14 12 35 XXXXXXXXXXXXXXXXXXXXXXXXXX 14 12 26 910 252 * 85TH %: 45.3 46.4 45.9 M.P.H. 34 10 8 34 XXXXXXXXXXXXXXXXXX 10 8 18 612 270 *
33 8 15 33 XXXXXXXXXXXXXXXXXXXXXXX 8 15 23 759 293 * 50TH %: 40.0 40.1 40.0 M.P.H. 32 2 3 32 XXXXX 2 3 5 160 298
31 0 0 31 0 0 0 0 298 15TH %: 34.6 33.8 34.2 M.P.H.
30 1 0 30 X 1 0 1 30 299
29 0 0 29 0 0 0 0 299 10 MPH PACE: 33 - 42 33 - 42 33 - 42 M.P.H. 28 0 1 28 X 0 1 1 28 300
27 0 0 27 0 0 0 0 300 % IN PACE: 66% 64% 65%
26 0 0 26 0 0 0 0 300
25 0 0 25 0 0 0 0 300 % OVER PACE: 32% 33% 33%
24 0 0 24 0 0 0 0 300
23 0 0 23 0 0 0 0 300 % UNDER PACE: 2% 3% 2%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 39.97 40.07 40.02 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 26.89 36.98 31.83 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 5.19 6.08 5.64 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.18 0.25 0.11 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.42 0.50 0.33 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 12006
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
5 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 11:00 - 12:03 Speed Justification
50th Percentile Speed (Mean Speed) 40 mph
85th Percentile Speed 46 mph
10 mph Pace Speed 33 - 42
Percentage of Vehicles in Pace 65.0% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 3
Collision Rate (ACC/MVM) 0.49
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 5607 Date Counted
Number of Lanes 2
Type of Traffic Control
Crosswalks? 2; At Cornell Road and Chesebro Road/Laura La Plante Drive Pedestrian Traffic Moderate
Truck Traffic Minimal
On-Street Parking
Sidewalks? None
Bike Lanes? Yes, on both sides.

Driveways? Multiple, more so on east side.

ROADWAY FACTORS
Length of Segment 5,237'
Width 40' (Varies)
Vertical Curve Yes
Horizontal Curve Yes
Visibility Some restriction due to road curvature
Roadway Conditions Good
Lighting No
Adjacent Land Use Business on north side and residential on south side Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Agoura Road
Cornell Road Chesebro Road/Laura La Plante Drive
45 MPH
85th percentile speed downgraded due to cyclist infrastructure and road curvature.
40 MPH
4/8/2025
4-way stop at Cornell Road and at Chesebro Road/Laura La Plante Drive Yes, within the vicinity of Lewis Road
5 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:08 AM TO 10:15 AM # OF ACC.= 0 SPEED6 Agoura Rd between Chesebro Rd and LIberty Canyon Rd.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED6 Agoura Rd between Chesebro Rd and LIberty Canyon Rd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Vitalii Y.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 45 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 5 53 XXXXX 0 5 5 265 5 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 5
51 4 0 51 XXXX 4 0 4 204 9 ROAD SEGMENT LENGTH:
50 1 7 50 XXXXXXXX 1 7 8 400 17 ACCIDENT HISTORY: 0.00
49 8 10 49 XXXXXXXXXXXXXXXXXX 8 10 18 882 35 * LANES PER DIRECTION:
48 7 9 48 XXXXXXXXXXXXXXXX 7 9 16 768 51 * ACCIDENT RATE: 0 47 10 6 47 XXXXXXXXXXXXXXXX 10 6 16 752 67 * STREET WIDTH (Ft.):
46 8 6 46 XXXXXXXXXXXXXX 8 6 14 644 81 P EXPECTED RATE: 0 45 4 9 45 XXXXXXXXXXXXX 4 9 13 585 94 A DATA COLLECTION METHOD: RADAR 44 9 8 44 XXXXXXXXXXXXXXXXX 9 8 17 748 111 C PROPOSED SPEED LIMIT: 0 43 17 0 43 XXXXXXXXXXXXXXXXX 17 0 17 731 128 E DEVELOPMENT:
42 13 0 42 XXXXXXXXXXXXX 13 0 13 546 141 * ADT: 0
41 10 13 41 XXXXXXXXXXXXXXXXXXXXXXX 10 13 23 943 164 *
40 9 14 40 XXXXXXXXXXXXXXXXXXXXXXX 9 14 23 920 187 *
39 5 12 39 XXXXXXXXXXXXXXXXX 5 12 17 663 204
38 7 6 38 XXXXXXXXXXXXX 7 6 13 494 217 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 0 1 37 X 0 1 1 37 218
36 6 11 36 XXXXXXXXXXXXXXXXX 6 11 17 612 235
35 8 5 35 XXXXXXXXXXXXX 8 5 13 455 248 85TH %: 46.9 47.5 47.2 M.P.H. 34 4 3 34 XXXXXXX 4 3 7 238 255
33 2 7 33 XXXXXXXXX 2 7 9 297 264 50TH %: 41.1 40.9 41.0 M.P.H. 32 9 6 32 XXXXXXXXXXXXXXX 9 6 15 480 279
31 7 7 31 XXXXXXXXXXXXXX 7 7 14 434 293 15TH %: 35.2 34.2 34.7 M.P.H. 30 0 0 30 0 0 0 0 293
29 1 4 29 XXXXX 1 4 5 145 298 10 MPH PACE: 40 - 49 32 - 41 40 - 49 M.P.H. 28 0 0 28 0 0 0 0 298
27 1 0 27 X 1 0 1 27 299 % IN PACE: 63% 52% 57%
26 0 1 26 X 0 1 1 26 300
25 0 0 25 0 0 0 0 300 % OVER PACE: 3% 40% 6%
24 0 0 24 0 0 0 0 300
23 0 0 23 0 0 0 0 300 % UNDER PACE: 33% 8% 38%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 41.09 40.89 40.99 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 31.84 41.05 36.33 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 5.64 6.41 6.03 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.21 0.27 0.12 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.46 0.52 0.35 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 12296
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/10/2025
Agoura Hills
6 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/10/2025 Posted Speed Limit
Time of Speed Survey 09:08 - 10:15 Speed Justification
50th Percentile Speed (Mean Speed) 41 mph
85th Percentile Speed 47 mph
10 mph Pace Speed 40 - 49
Percentage of Vehicles in Pace 56.7% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 4
Collision Rate (ACC/MVM) 0.50
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 7726 Date Counted
Number of Lanes 2
Type of Traffic Control
Crosswalks? At Chesebro Road and Liberty Canyon Road. Unmarked Pedestrian Traffic No
Truck Traffic Minimal
On-Street Parking
Sidewalks? Only for a portion of segment
Bike Lanes? Yes, narrow and unprotected on both sides
Driveways? Minimal

ROADWAY FACTORS
Length of Segment 5,026'
Width 54' (Varies)
Vertical Curve Yes
Horizontal Curve Yes
Visibility Some restriction due to road curvature
Roadway Conditions Good. Raised median only from Rondell St to Liberty Canyon Road.

Lighting Only near Liberty Canyon Road
Adjacent Land Use Residential
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Agoura Road
Chesebro Road/Laura La Plante Drive Liberty Canyon Road 45 MPH
Signalized at Liberty Canyon; Stop control at Chesebro Road/Laura La Plante Drive No
85th percentile speed downgraded due to cyclist infrastructure and road curvature restricting visibility
40 MPH
4/8/2025
6 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:32 AM TO 11:36 AM # OF ACC.= 0 SPEED7 Canwood St between West City Limits and Reyes Adobe Rd.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED7 Canwood St between West City Limits and Reyes Adobe Rd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Vitalii Y.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 35 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 0 51 0 0 0 0 0 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 0 ACCIDENT HISTORY: 0.00
49 0 0 49 0 0 0 0 0 LANES PER DIRECTION:
48 0 0 48 0 0 0 0 0 ACCIDENT RATE: 0
47 0 1 47 X 0 1 1 47 1 STREET WIDTH (Ft.):
46 0 0 46 0 0 0 0 1 EXPECTED RATE: 0
45 0 3 45 XXX 0 3 3 135 4 DATA COLLECTION METHOD: RADAR 44 0 1 44 X 0 1 1 44 5 PROPOSED SPEED LIMIT: 0
43 1 2 43 XXX 1 2 3 129 8 DEVELOPMENT:
42 0 3 42 XXX 0 3 3 126 11 ADT: 0
41 1 2 41 XXX 1 2 3 123 14
40 0 0 40 0 0 0 0 14
39 2 5 39 XXXXXXX 2 5 7 273 21
38 1 4 38 XXXXX 1 4 5 190 26 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 0 0 37 0 0 0 0 26
36 2 4 36 XXXXXX 2 4 6 216 32 *
35 5 8 35 XXXXXXXXXXXXX 5 8 13 455 45 * 85TH %: 35.3 39.3 37.8 M.P.H. 34 8 6 34 XXXXXXXXXXXXXX 8 6 14 476 59 *
33 2 7 33 XXXXXXXXX 2 7 9 297 68 P 50TH %: 31.0 33.8 32.6 M.P.H. 32 5 4 32 XXXXXXXXX 5 4 9 288 77 A
31 3 8 31 XXXXXXXXXXX 3 8 11 341 88 C 15TH %: 26.6 28.2 27.3 M.P.H. 30 7 9 30 XXXXXXXXXXXXXXXX 7 9 16 480 104 E
29 7 4 29 XXXXXXXXXXX 7 4 11 319 115 * 10 MPH PACE: 26 - 35 27 - 36 27 - 36 M.P.H. 28 6 3 28 XXXXXXXXX 6 3 9 252 124 *
27 5 4 27 XXXXXXXXX 5 4 9 243 133 * % IN PACE: 81% 69% 73% 26 4 2 26 XXXXXX 4 2 6 156 139
25 3 2 25 XXXXX 3 2 5 125 144 % OVER PACE: 11% 25% 18%
24 2 0 24 XX 2 0 2 48 146
23 0 1 23 X 0 1 1 23 147 % UNDER PACE: 8% 6% 10%
22 0 0 22 0 0 0 0 147
21 0 0 21 0 0 0 0 147 ARITHMETIC MEAN: 30.95 33.80 32.56 M.P.H. 20 0 0 20 0 0 0 0 147
19 0 0 19 0 0 0 0 147 SAMPLE VARIANCE: 17.63 28.63 25.69 18 0 0 18 0 0 0 0 147
17 0 0 17 0 0 0 0 147 STANDARD DEVIATION: 4.20 5.35 5.07 M.P.H. 16 0 0 16 0 0 0 0 147
15 0 0 15 0 0 0 0 147 VARIANCE OF THE MEAN: 0.28 0.34 0.17 14 0 0 14 0 0 0 0 147
13 0 0 13 0 0 0 0 147 STD. ERROR OF THE MEAN: 0.52 0.59 0.42 M.P.H. 12 0 0 12 0 0 0 0 147
11 0 0 11 0 0 0 0 147
10 0 0 10 0 0 0 0 147
64 83 147 4786
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/10/2025
Agoura Hills
7 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/10/2025 Posted Speed Limit
Time of Speed Survey 10:32 - 11:36 Speed Justification
50th Percentile Speed (Mean Speed) 33 mph
85th Percentile Speed 38 mph
10 mph Pace Speed 27 - 36
Percentage of Vehicles in Pace 72.8% Recommended Speed Limit Number of Survey Samples 147

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 2
Collision Rate (ACC/MVM) 1.04
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 2698 Date Counted
Number of Lanes 2
Type of Traffic Control
Crosswalks? At Reyes Adobe Road
Pedestrian Traffic Minimal
Truck Traffic None present
On-Street Parking
Sidewalks? On north side only.

Bike Lanes? None
Driveways? Multiple on north side only

ROADWAY FACTORS
Length of Segment 3,440'
Width 43'
Vertical Curve Minimal
Horizontal Curve Minimal, only near east end of segment at Reyes Adobe and west end at Freeway Visibility Good
Roadway Conditions Good
Lighting Good
Adjacent Land Use Residential, commercial, freeway adjacent Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Canwood Street
West City Limit Reyes Adobe Road
35 MPH
Signalized at Reyes Adobe Road
Yes. On both sides of street although some areas have restrictions 85th percentile speed rounded down to retain prior speed limit 35 MPH
4/8/2025
7 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 11:44 AM TO 12:46 PM # OF ACC.= 0 SPEED8 Canwood St between Reyes Adobe Rd and Kanan Rd.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED8 Canwood St between Reyes Adobe Rd and Kanan Rd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER:
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 40 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 0 51 0 0 0 0 0 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 0 ACCIDENT HISTORY: 0.00
49 0 0 49 0 0 0 0 0 LANES PER DIRECTION:
48 0 2 48 XX 0 2 2 96 2 ACCIDENT RATE: 0
47 0 0 47 0 0 0 0 2 STREET WIDTH (Ft.):
46 0 2 46 XX 0 2 2 92 4 EXPECTED RATE: 0
45 1 5 45 XXXXXX 1 5 6 270 10 DATA COLLECTION METHOD: RADAR 44 0 3 44 XXX 0 3 3 132 13 PROPOSED SPEED LIMIT: 0
43 1 0 43 X 1 0 1 43 14 DEVELOPMENT:
42 2 4 42 XXXXXX 2 4 6 252 20 * ADT: 0
41 2 4 41 XXXXXX 2 4 6 246 26 *
40 4 11 40 XXXXXXXXXXXXXXX 4 11 15 600 41 *
39 7 12 39 XXXXXXXXXXXXXXXXXXX 7 12 19 741 60 P
38 4 7 38 XXXXXXXXXXX 4 7 11 418 71 A EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 10 5 37 XXXXXXXXXXXXXXX 10 5 15 555 86 C
36 3 6 36 XXXXXXXXX 3 6 9 324 95 E
35 7 6 35 XXXXXXXXXXXXX 7 6 13 455 108 * 85TH %: 40.2 42.7 41.8 M.P.H. 34 5 4 34 XXXXXXXXX 5 4 9 306 117 *
33 3 9 33 XXXXXXXXXXXX 3 9 12 396 129 * 50TH %: 36.4 38.4 37.6 M.P.H. 32 1 2 32 XXX 1 2 3 96 132
31 0 0 31 0 0 0 0 132 15TH %: 32.7 34.1 33.4 M.P.H.
30 3 0 30 XXX 3 0 3 90 135
29 3 0 29 XXX 3 0 3 87 138 10 MPH PACE: 33 - 42 33 - 42 33 - 42 M.P.H. 28 0 0 28 0 0 0 0 138
27 0 1 27 X 0 1 1 27 139 % IN PACE: 84% 82% 83%
26 0 0 26 0 0 0 0 139
25 0 0 25 0 0 0 0 139 % OVER PACE: 4% 14% 10%
24 0 0 24 0 0 0 0 139
23 0 0 23 0 0 0 0 139 % UNDER PACE: 13% 4% 7%
22 0 0 22 0 0 0 0 139
21 0 0 21 0 0 0 0 139 ARITHMETIC MEAN: 36.43 38.39 37.60 M.P.H. 20 0 0 20 0 0 0 0 139
19 0 0 19 0 0 0 0 139 SAMPLE VARIANCE: 13.09 16.95 16.21 18 0 0 18 0 0 0 0 139
17 0 0 17 0 0 0 0 139 STANDARD DEVIATION: 3.62 4.12 4.03 M.P.H. 16 0 0 16 0 0 0 0 139
15 0 0 15 0 0 0 0 139 VARIANCE OF THE MEAN: 0.23 0.20 0.12 14 0 0 14 0 0 0 0 139
13 0 0 13 0 0 0 0 139 STD. ERROR OF THE MEAN: 0.48 0.45 0.34 M.P.H. 12 0 0 12 0 0 0 0 139
11 0 0 11 0 0 0 0 139
10 0 0 10 0 0 0 0 139
56 83 139 5226
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/8/2025
Agoura Hills
8 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/8/2025 Posted Speed Limit
Time of Speed Survey 11:44 - 12:46 Speed Justification
50th Percentile Speed (Mean Speed) 38 mph
85th Percentile Speed 42 mph
10 mph Pace Speed 33 - 42
Percentage of Vehicles in Pace 82.7% Recommended Speed Limit Number of Survey Samples 139

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 3
Collision Rate (ACC/MVM) 0.85
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 2760 Date Counted
Number of Lanes 2
Type of Traffic Control
Crosswalks? At Reyes Adobe Road and Kanan Road
Pedestrian Traffic Minimal
Truck Traffic None present
On-Street Parking
Sidewalks? Sporadic on north side only east of Forest Cove, in both sides west of Forest Cove Bike Lanes? None
Driveways? Several on north side

ROADWAY FACTORS
Length of Segment 6,138'
Width 36'
Vertical Curve Yes
Horizontal Curve Yes
Visibility Some restriction due to road curvature
Roadway Conditions Good
Lighting Good
Adjacent Land Use Residential, commercial
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Canwood Street
Reyes Adobe Road Kanan Road
40 MPH
Signalized at Reyes Adobe Road and Kanan Road; 3-way stop at Forest Cove Lane On both sides east of Forest Cove Lane
85th percentile speed
40 MPH
4/8/2025
8 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:14 PM TO 12:50 PM # OF ACC.= 0 SPEED9 Canwood St between Kanan Rd and Derry Ave.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED9 Canwood St between Kanan Rd and Derry Ave. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 40 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 1 52 X 0 1 1 52 1
51 0 0 51 0 0 0 0 1 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 1 ACCIDENT HISTORY: 0.00
49 0 3 49 XXX 0 3 3 147 4 LANES PER DIRECTION:
48 1 1 48 XX 1 1 2 96 6 ACCIDENT RATE: 0
47 4 5 47 XXXXXXXXX 4 5 9 423 15 STREET WIDTH (Ft.):
46 1 0 46 X 1 0 1 46 16 EXPECTED RATE: 0
45 3 1 45 XXXX 3 1 4 180 20 DATA COLLECTION METHOD: RADAR 44 5 8 44 XXXXXXXXXXXXX 5 8 13 572 33 PROPOSED SPEED LIMIT: 0 43 7 10 43 XXXXXXXXXXXXXXXXX 7 10 17 731 50 DEVELOPMENT:
42 4 5 42 XXXXXXXXX 4 5 9 378 59 ADT: 0
41 8 6 41 XXXXXXXXXXXXXX 8 6 14 574 73
40 6 9 40 XXXXXXXXXXXXXXX 6 9 15 600 88 *
39 8 7 39 XXXXXXXXXXXXXXX 8 7 15 585 103 *
38 10 12 38 XXXXXXXXXXXXXXXXXXXXXX 10 12 22 836 125 * EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 10 11 37 XXXXXXXXXXXXXXXXXXXXX 10 11 21 777 146 P
36 12 10 36 XXXXXXXXXXXXXXXXXXXXXX 12 10 22 792 168 A
35 11 12 35 XXXXXXXXXXXXXXXXXXXXXXX 11 12 23 805 191 C 85TH %: 41.4 42.7 42.1 M.P.H. 34 15 9 34 XXXXXXXXXXXXXXXXXXXXXXXX 15 9 24 816 215 E
33 12 9 33 XXXXXXXXXXXXXXXXXXXXX 12 9 21 693 236 * 50TH %: 36.3 37.3 36.8 M.P.H. 32 10 13 32 XXXXXXXXXXXXXXXXXXXXXXX 10 13 23 736 259 *
31 8 7 31 XXXXXXXXXXXXXXX 8 7 15 465 274 * 15TH %: 31.3 31.9 31.6 M.P.H. 30 7 5 30 XXXXXXXXXXXX 7 5 12 360 286
29 3 2 29 XXXXX 3 2 5 145 291 10 MPH PACE: 30 - 39 31 - 40 31 - 40 M.P.H. 28 4 2 28 XXXXXX 4 2 6 168 297
27 0 1 27 X 0 1 1 27 298 % IN PACE: 68% 66% 67%
26 2 1 26 XXX 2 1 3 78 301
25 0 0 25 0 0 0 0 301 % OVER PACE: 26% 27% 24%
24 0 0 24 0 0 0 0 301
23 0 0 23 0 0 0 0 301 % UNDER PACE: 6% 7% 9%
22 0 0 22 0 0 0 0 301
21 0 0 21 0 0 0 0 301 ARITHMETIC MEAN: 36.34 37.29 36.82 M.P.H. 20 0 0 20 0 0 0 0 301
19 0 0 19 0 0 0 0 301 SAMPLE VARIANCE: 23.81 27.11 25.60 18 0 0 18 0 0 0 0 301
17 0 0 17 0 0 0 0 301 STANDARD DEVIATION: 4.88 5.21 5.06 M.P.H. 16 0 0 16 0 0 0 0 301
15 0 0 15 0 0 0 0 301 VARIANCE OF THE MEAN: 0.16 0.18 0.09 14 0 0 14 0 0 0 0 301
13 0 0 13 0 0 0 0 301 STD. ERROR OF THE MEAN: 0.40 0.43 0.29 M.P.H. 12 0 0 12 0 0 0 0 301
11 0 0 11 0 0 0 0 301
10 0 0 10 0 0 0 0 301
151 150 301 11082
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
9 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 12:14 - 12:50 Speed Justification
50th Percentile Speed (Mean Speed) 37 mph
85th Percentile Speed 42 mph
10 mph Pace Speed 31 - 40
Percentage of Vehicles in Pace 66.8% Recommended Speed Limit Number of Survey Samples 301

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 4
Collision Rate (ACC/MVM) 0.48
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 9527 Date Counted
Number of Lanes 2
Type of Traffic Control
Crosswalks? At Kanan Road
Pedestrian Traffic None present
Truck Traffic Minimal
On-Street Parking
Sidewalks? On north side of street only
Bike Lanes? None present
Driveways? Minimal

ROADWAY FACTORS
Length of Segment 4,226'
Width 28'
Vertical Curve Yes
Horizontal Curve Yes
Visibility Some restriction due to road curvature on west side of segment Roadway Conditions Some rough road areas
Lighting Yes
Adjacent Land Use Commercial, freeway adjacent
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Canwood Street
Kanan Road Derry Avenue
40 MPH
Signalized at Kanan Road ; 1-way stop at Derry Avenue
No
85th percentile speed
40 MPH
4/8/2025
9 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:57 PM TO 1:53 PM # OF ACC.= 0 SPEED10 Canwood St between Derry Ave and Chesebro Rd.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED10 Canwood St between Derry Ave and Chesebro Rd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 35 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 0 51 0 0 0 0 0 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 0 ACCIDENT HISTORY: 0.00
49 0 0 49 0 0 0 0 0 LANES PER DIRECTION:
48 1 0 48 X 1 0 1 48 1 ACCIDENT RATE: 0
47 0 1 47 X 0 1 1 47 2 STREET WIDTH (Ft.):
46 0 0 46 0 0 0 0 2 EXPECTED RATE: 0
45 1 1 45 XX 1 1 2 90 4 DATA COLLECTION METHOD: RADAR
44 1 0 44 X 1 0 1 44 5 PROPOSED SPEED LIMIT: 0
43 3 2 43 XXXXX 3 2 5 215 10 DEVELOPMENT:
42 2 1 42 XXX 2 1 3 126 13 ADT: 0
41 2 0 41 XX 2 0 2 82 15
40 4 5 40 XXXXXXXXX 4 5 9 360 24
39 5 4 39 XXXXXXXXX 5 4 9 351 33
38 5 4 38 XXXXXXXXX 5 4 9 342 42 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 7 7 37 XXXXXXXXXXXXXX 7 7 14 518 56
36 6 7 36 XXXXXXXXXXXXX 6 7 13 468 69
35 10 11 35 XXXXXXXXXXXXXXXXXXXXX 10 11 21 735 90 * 85TH %: 37.6 37.0 37.3 M.P.H. 34 12 13 34 XXXXXXXXXXXXXXXXXXXXXXXXX 12 13 25 850 115 * 33 9 13 33 XXXXXXXXXXXXXXXXXXXXXX 9 13 22 726 137 * 50TH %: 32.5 32.2 32.4 M.P.H. 32 11 15 32 XXXXXXXXXXXXXXXXXXXXXXXXXX 11 15 26 832 163 P 31 15 10 31 XXXXXXXXXXXXXXXXXXXXXXXXX 15 10 25 775 188 A 15TH %: 27.4 27.5 27.4 M.P.H. 30 13 11 30 XXXXXXXXXXXXXXXXXXXXXXXX 13 11 24 720 212 C 29 10 12 29 XXXXXXXXXXXXXXXXXXXXXX 10 12 22 638 234 E 10 MPH PACE: 26 - 35 28 - 37 26 - 35 M.P.H. 28 8 10 28 XXXXXXXXXXXXXXXXXX 8 10 18 504 252 *
27 9 7 27 XXXXXXXXXXXXXXXX 9 7 16 432 268 * % IN PACE: 70% 73% 71% 26 8 6 26 XXXXXXXXXXXXXX 8 6 14 364 282 *
25 5 7 25 XXXXXXXXXXXX 5 7 12 300 294 % OVER PACE: 25% 12% 23% 24 1 2 24 XXX 1 2 3 72 297
23 2 0 23 XX 2 0 2 46 299 % UNDER PACE: 5% 15% 6%
22 0 1 22 X 0 1 1 22 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 32.49 32.22 32.36 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 24.33 20.96 22.59 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 4.93 4.58 4.75 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.16 0.14 0.08 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.40 0.37 0.27 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 9707
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
10 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 12:57 - 13:53 Speed Justification
50th Percentile Speed (Mean Speed) 32 mph
85th Percentile Speed 37 mph
10 mph Pace Speed 26 - 35
Percentage of Vehicles in Pace 71.0% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.28
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 5007 Date Counted
Number of Lanes 2
Type of Traffic Control
Crosswalks? At Lewis Rd
Pedestrian Traffic Minimal/ None
Truck Traffic None present
On-Street Parking
Sidewalks? Yes, on both sides of street
Bike Lanes? Bike sharrows on both sides
Driveways? Multiple, only on north side

ROADWAY FACTORS
Length of Segment 3,467'
Width 36'
Vertical Curve No
Horizontal Curve Yes
Visibility Restriction due to road curvature
Roadway Conditions Good
Lighting Good
Adjacent Land Use Residential, vacant land, adjacent to freeway and commercail east of Lewist Street Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Canwood Street
Derry Avenue Chesebro Road
40 MPH
Stop-controlled at Chesebro Road and Derry Avenue
Yes, on north side of street
85th percentile speed
35 MPH
4/8/2025
10 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:30 PM TO 2:30 PM # OF ACC.= 0 SPEED11 Driver Ave between Argos St and Ventura Fwy.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED11 Driver Ave between Argos St and Ventura Fwy. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Vitalii Y.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 30 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 0 51 0 0 0 0 0 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 0 ACCIDENT HISTORY: 0.00
49 0 0 49 0 0 0 0 0 LANES PER DIRECTION:
48 0 0 48 0 0 0 0 0 ACCIDENT RATE: 0
47 0 0 47 0 0 0 0 0 STREET WIDTH (Ft.):
46 0 0 46 0 0 0 0 0 EXPECTED RATE: 0
45 0 0 45 0 0 0 0 0 DATA COLLECTION METHOD: RADAR
44 0 0 44 0 0 0 0 0 PROPOSED SPEED LIMIT: 0
43 0 0 43 0 0 0 0 0 DEVELOPMENT:
42 0 1 42 X 0 1 1 42 1 ADT: 0
41 0 0 41 0 0 0 0 1
40 1 0 40 X 1 0 1 40 2
39 1 0 39 X 1 0 1 39 3
38 2 0 38 XX 2 0 2 76 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 2 5 37 XXXXXXX 2 5 7 259 12
36 4 8 36 XXXXXXXXXXXX 4 8 12 432 24
35 8 5 35 XXXXXXXXXXXXX 8 5 13 455 37 85TH %: 33.9 33.4 33.7 M.P.H. 34 12 6 34 XXXXXXXXXXXXXXXXXX 12 6 18 612 55 *
33 11 6 33 XXXXXXXXXXXXXXXXX 11 6 17 561 72 * 50TH %: 29.5 28.9 29.2 M.P.H. 32 12 15 32 XXXXXXXXXXXXXXXXXXXXXXXXXXX 12 15 27 864 99 * 31 11 10 31 XXXXXXXXXXXXXXXXXXXXX 11 10 21 651 120 P 15TH %: 25.0 24.5 24.7 M.P.H. 30 10 8 30 XXXXXXXXXXXXXXXXXX 10 8 18 540 138 A
29 12 10 29 XXXXXXXXXXXXXXXXXXXXXX 12 10 22 638 160 C 10 MPH PACE: 25 - 34 23 - 32 25 - 34 M.P.H. 28 7 15 28 XXXXXXXXXXXXXXXXXXXXXX 7 15 22 616 182 E
27 14 12 27 XXXXXXXXXXXXXXXXXXXXXXXXXX 14 12 26 702 208 * % IN PACE: 75% 74% 73% 26 11 14 26 XXXXXXXXXXXXXXXXXXXXXXXXX 11 14 25 650 233 * 25 13 10 25 XXXXXXXXXXXXXXXXXXXXXXX 13 10 23 575 256 * % OVER PACE: 12% 21% 12% 24 9 8 24 XXXXXXXXXXXXXXXXX 9 8 17 408 273
23 4 9 23 XXXXXXXXXXXXX 4 9 13 299 286 % UNDER PACE: 13% 5% 15% 22 3 5 22 XXXXXXXX 3 5 8 176 294
21 2 3 21 XXXXX 2 3 5 105 299 ARITHMETIC MEAN: 29.45 28.95 29.20 M.P.H. 20 1 0 20 X 1 0 1 20 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 18.10 18.79 18.45 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 4.25 4.33 4.30 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.12 0.13 0.06 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.35 0.35 0.25 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 8760
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/10/2025
Agoura Hills
11 STREET CERTIFICATION DATE:

FROM TO
SPEED FACTORS Posted Speed Limit 35 MPH From Fwy to Palo Comado Date of Speed Survey 4/10/2025 30 MPH from P.Comado to Colodny Drive Time of Speed Survey 13:30 - 14:30 Speed Justification
50th Percentile Speed (Mean Speed) 29 mph
85th Percentile Speed 34 mph
10 mph Pace Speed 25 - 34
Percentage of Vehicles in Pace 73.0% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 4
Collision Rate (ACC/MVM) 0.52
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 5961 Date Counted
Number of Lanes 2
Type of Traffic Control
Crosswalks? Continental at Conejo View Drive and Freeway; horse-crossing sign at crosswalk, across Argos @ Driver Pedestrian Traffic Minimal
Truck Traffic Yes
On-Street Parking
Sidewalks? On both sides along Driver Avenue; No sidewalk along Palo Comado Road Bike Lanes? Yes on north side of street
Driveways? Minimal

ROADWAY FACTORS
Length of Segment 6,271'
Width 38'
Vertical Curve Minimal
Horizontal Curve Significant
Visibility Some restriction due to road curvature
Roadway Conditions Some rough road areas. Slightly rough in some areas on east side, east of high school Lighting No
Adjacent Land Use Residential, commercial, school, freeway, and empty land Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Driver Avenue/Palo Comado Canyon Road
Argos Street US 101 Freeway
85th percentile speed rounded down due to curvature restricting sight distance, bike lanes, horse activity, park, and school, as well as to standardize the speed across segment.

Stop controlled at Chesebro Road
No parking at Palo Comado Road; parking allowed on Driver Avenue, mainly on south side of street 30 MPH
4/8/2025
11 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 2:15 PM TO 2:45 PM # OF ACC.= 0 SPEED12 Kanan Rd between North City Limits and Laro Dr.

SPEED TOTAL TOTAL running
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES SPEED total LIMITS (BTN): SPEED12 Kanan Rd between North City Limits and Laro Dr. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 45 MPH
55 0 1 55 X 0 1 1 55 1 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 1 COMMENTS:
53 2 2 53 XXXX 2 2 4 212 5 ROAD CONDITION: GOOD
52 4 2 52 XXXXXX 4 2 6 312 11
51 2 4 51 XXXXXX 2 4 6 306 17 ROAD SEGMENT LENGTH:
50 8 1 50 XXXXXXXXX 8 1 9 450 26 ACCIDENT HISTORY: 0.00 49 7 0 49 XXXXXXX 7 0 7 343 33 LANES PER DIRECTION:
48 9 4 48 XXXXXXXXXXXXX 9 4 13 624 46 ACCIDENT RATE: 0
47 7 8 47 XXXXXXXXXXXXXXX 7 8 15 705 61 STREET WIDTH (Ft.):
46 14 4 46 XXXXXXXXXXXXXXXXXX 14 4 18 828 79 EXPECTED RATE: 0 45 9 7 45 XXXXXXXXXXXXXXXX 9 7 16 720 95 * DATA COLLECTION METHOD: RADAR 44 13 12 44 XXXXXXXXXXXXXXXXXXXXXXXXX 13 12 25 1100 120 * PROPOSED SPEED LIMIT: 0 43 11 14 43 XXXXXXXXXXXXXXXXXXXXXXXXX 11 14 25 1075 145 * DEVELOPMENT:
42 13 15 42 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 13 15 28 1176 173 P ADT: 0 41 8 12 41 XXXXXXXXXXXXXXXXXXXX 8 12 20 820 193 A
40 14 9 40 XXXXXXXXXXXXXXXXXXXXXXX 14 9 23 920 216 C
39 8 11 39 XXXXXXXXXXXXXXXXXXX 8 11 19 741 235 E
38 2 8 38 XXXXXXXXXX 2 8 10 380 245 * NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 37 7 9 37 XXXXXXXXXXXXXXXX 7 9 16 592 261 *
36 9 12 36 XXXXXXXXXXXXXXXXXXXXX 9 12 21 756 282 *
35 0 4 35 XXXX 0 4 4 140 286 85TH %: 48.2 46.3 47.4 M.P.H. 34 0 3 34 XXX 0 3 3 102 289
33 1 6 33 XXXXXXX 1 6 7 231 296 50TH %: 43.4 41.3 42.4 M.P.H. 32 2 1 32 XXX 2 1 3 96 299
31 0 1 31 X 0 1 1 31 300 15TH %: 38.7 36.3 37.4 M.P.H.
30 0 0 30 0 0 0 0 300
29 0 0 29 0 0 0 0 300 10 MPH PACE: 39 - 48 36 - 45 36 - 45 M.P.H. 28 0 0 28 0 0 0 0 300
27 0 0 27 0 0 0 0 300 % IN PACE: 71% 73% 68%
26 0 0 26 0 0 0 0 300
25 0 0 25 0 0 0 0 300 % OVER PACE: 15% 17% 26%
24 0 0 24 0 0 0 0 300
23 0 0 23 0 0 0 0 300 % UNDER PACE: 14% 10% 6%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 43.44 41.33 42.38 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 21.23 23.43 23.37 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 4.61 4.84 4.83 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.14 0.16 0.08 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.38 0.40 0.28 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 12715
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
12 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 14:15 - 14:45 Speed Justification
50th Percentile Speed (Mean Speed) 42 mph
85th Percentile Speed 47 mph
10 mph Pace Speed 36 - 45
Percentage of Vehicles in Pace 67.7% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 8
Collision Rate (ACC/MVM) 0.76
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 20510 Date Counted
Number of Lanes 4
Type of Traffic Control
Crosswalks? At signalized intersections
Pedestrian Traffic Minimal
Truck Traffic Minimal
On-Street Parking
Sidewalks? Yes, on east side of street
Bike Lanes? Yes, on both sides
Driveways? Multiple

ROADWAY FACTORS
Length of Segment 2,459'
Width 78'
Vertical Curve Slight vertical curvature
Horizontal Curve No
Visibility Good
Roadway Conditions Good. Raised median.

Lighting Good
Adjacent Land Use Residential, school, park
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Kanan Road
North City Limit Laro Drive
45 MPH
Signalized at Fountainwood Street, Eagleton Street, and Laro Drive No
85th percentile speed
45 MPH
4/8/2025
12 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 2:52 PM TO 3:13 PM # OF ACC.= 0 SPEED13 Kanan Rd between Laro Dr and Thousand Oaks Blvd.

SPEED TOTAL TOTAL running
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES SPEED total LIMITS (BTN): SPEED13 Kanan Rd between Laro Dr and Thousand Oaks Blvd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 40 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 1 51 X 0 1 1 51 1 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 1 ACCIDENT HISTORY: 0.00
49 0 1 49 X 0 1 1 49 2 LANES PER DIRECTION:
48 2 1 48 XXX 2 1 3 144 5 ACCIDENT RATE: 0
47 2 0 47 XX 2 0 2 94 7 STREET WIDTH (Ft.):
46 7 2 46 XXXXXXXXX 7 2 9 414 16 EXPECTED RATE: 0
45 2 2 45 XXXX 2 2 4 180 20 DATA COLLECTION METHOD: RADAR 44 3 5 44 XXXXXXXX 3 5 8 352 28 PROPOSED SPEED LIMIT: 0 43 9 9 43 XXXXXXXXXXXXXXXXXX 9 9 18 774 46 DEVELOPMENT:
42 8 8 42 XXXXXXXXXXXXXXXX 8 8 16 672 62 ADT: 0
41 9 7 41 XXXXXXXXXXXXXXXX 9 7 16 656 78 *
40 10 9 40 XXXXXXXXXXXXXXXXXXX 10 9 19 760 97 *
39 9 11 39 XXXXXXXXXXXXXXXXXXXX 9 11 20 780 117 *
38 8 12 38 XXXXXXXXXXXXXXXXXXXX 8 12 20 760 137 P NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 37 10 12 37 XXXXXXXXXXXXXXXXXXXXXX 10 12 22 814 159 A
36 12 13 36 XXXXXXXXXXXXXXXXXXXXXXXXX 12 13 25 900 184 C 35 12 14 35 XXXXXXXXXXXXXXXXXXXXXXXXXX 12 14 26 910 210 E 85TH %: 42.3 41.9 42.1 M.P.H. 34 10 9 34 XXXXXXXXXXXXXXXXXXX 10 9 19 646 229 *
33 9 11 33 XXXXXXXXXXXXXXXXXXXX 9 11 20 660 249 * 50TH %: 37.4 37.2 37.3 M.P.H. 32 9 9 32 XXXXXXXXXXXXXXXXXX 9 9 18 576 267 *
31 8 6 31 XXXXXXXXXXXXXX 8 6 14 434 281 15TH %: 32.4 32.6 32.5 M.P.H. 30 8 3 30 XXXXXXXXXXX 8 3 11 330 292
29 3 4 29 XXXXXXX 3 4 7 203 299 10 MPH PACE: 32 - 41 32 - 41 32 - 41 M.P.H. 28 0 1 28 X 0 1 1 28 300
27 0 0 27 0 0 0 0 300 % IN PACE: 65% 71% 68%
26 0 0 26 0 0 0 0 300
25 0 0 25 0 0 0 0 300 % OVER PACE: 22% 19% 21%
24 0 0 24 0 0 0 0 300
23 0 0 23 0 0 0 0 300 % UNDER PACE: 13% 9% 11%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 37.35 37.23 37.29 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 23.21 20.22 21.64 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 4.82 4.50 4.65 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.15 0.13 0.07 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.39 0.37 0.27 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 11187
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
13 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 14:52 - 15:13 Speed Justification
50th Percentile Speed (Mean Speed) 37 mph
85th Percentile Speed 42 mph
10 mph Pace Speed 32 - 41
Percentage of Vehicles in Pace 68.3% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 10
Collision Rate (ACC/MVM) 0.93
Expected Collisions (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 25682 Date Counted
Number of Lanes 4
Type of Traffic Control
Crosswalks? At signalized intersections. Continental
Pedestrian Traffic High
Truck Traffic None present
On-Street Parking
Sidewalks? Yes, on both sides of street
Bike Lanes? Yes on both sides
Driveways? Multiple drives on west side only, shopping center with people turning in and out

ROADWAY FACTORS
Length of Segment 2,024'
Width 78'
Vertical Curve Minimal
Horizontal Curve Slight
Visibility Good
Roadway Conditions Good. Raised median.

Lighting Good
Adjacent Land Use Residential, commercial, school
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Kanan Road
Laro Drive Thousand Oaks Boulevard
40 MPH
Signalized at Laro Drive and Thousand Oaks Boulevard
Yes, cars parked on east side
85th percentile speed
40 MPH
4/8/2025
13 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 3:17 PM TO 3:42 PM # OF ACC.= 0 SPEED14 Kanan Rd between Thousand Oaks Blvd and Hillrise Dr.

SPEED TOTAL TOTAL running
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES SPEED total LIMITS (BTN): SPEED14 Kanan Rd between Thousand Oaks Blvd and Hillrise Dr. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 40 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 0 51 0 0 0 0 0 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 0 ACCIDENT HISTORY: 0.00
49 2 0 49 XX 2 0 2 98 2 LANES PER DIRECTION:
48 0 0 48 0 0 0 0 2 ACCIDENT RATE: 0
47 1 0 47 X 1 0 1 47 3 STREET WIDTH (Ft.):
46 1 1 46 XX 1 1 2 92 5 EXPECTED RATE: 0
45 0 0 45 0 0 0 0 5 DATA COLLECTION METHOD: RADAR
44 3 1 44 XXXX 3 1 4 176 9 PROPOSED SPEED LIMIT: 0
43 0 8 43 XXXXXXXX 0 8 8 344 17 DEVELOPMENT:
42 11 6 42 XXXXXXXXXXXXXXXXX 11 6 17 714 34 ADT: 0
41 14 5 41 XXXXXXXXXXXXXXXXXXX 14 5 19 779 53 *
40 7 14 40 XXXXXXXXXXXXXXXXXXXXX 7 14 21 840 74 *
39 13 6 39 XXXXXXXXXXXXXXXXXXX 13 6 19 741 93 *
38 7 17 38 XXXXXXXXXXXXXXXXXXXXXXXX 7 17 24 912 117 P NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 37 16 10 37 XXXXXXXXXXXXXXXXXXXXXXXXXX 16 10 26 962 143 A 36 9 14 36 XXXXXXXXXXXXXXXXXXXXXXX 9 14 23 828 166 C
35 13 17 35 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 13 17 30 1050 196 E 85TH %: 41.1 40.2 40.7 M.P.H. 34 14 12 34 XXXXXXXXXXXXXXXXXXXXXXXXXX 14 12 26 884 222 * 33 11 12 33 XXXXXXXXXXXXXXXXXXXXXXX 11 12 23 759 245 * 50TH %: 36.3 36.2 36.3 M.P.H. 32 9 9 32 XXXXXXXXXXXXXXXXXX 9 9 18 576 263 *
31 1 8 31 XXXXXXXXX 1 8 9 279 272 15TH %: 31.6 32.2 31.9 M.P.H. 30 7 6 30 XXXXXXXXXXXXX 7 6 13 390 285
29 4 2 29 XXXXXX 4 2 6 174 291 10 MPH PACE: 33 - 42 31 - 40 32 - 41 M.P.H. 28 0 1 28 X 0 1 1 28 292
27 5 0 27 XXXXX 5 0 5 135 297 % IN PACE: 77% 79% 76%
26 1 1 26 XX 1 1 2 52 299
25 0 0 25 0 0 0 0 299 % OVER PACE: 5% 14% 11%
24 1 0 24 X 1 0 1 24 300
23 0 0 23 0 0 0 0 300 % UNDER PACE: 19% 7% 12%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 36.35 36.21 36.28 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 21.38 15.04 18.16 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 4.62 3.88 4.26 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.14 0.10 0.06 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.38 0.32 0.25 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 10884
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
14 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 15:17 - 15:42 Speed Justification
50th Percentile Speed (Mean Speed) 36 mph
85th Percentile Speed 41 mph
10 mph Pace Speed 32 - 41
Percentage of Vehicles in Pace 76.3% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 10
Collision Rate (ACC/MVM) 1.24
Expected Collisions (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 28544 Date Counted
Number of Lanes 4
Type of Traffic Control
Crosswalks? At signalized intersections, transverse at hillside, continental at Thousand Oaks Pedestrian Traffic Minimal
Truck Traffic None present
On-Street Parking
Sidewalks? Yes, on both sides of street
Bike Lanes? Yes, on both sides of street
Driveways? Multiple driveways on west side of street. None on east side

ROADWAY FACTORS
Length of Segment 1,364'
Width 78'
Vertical Curve Minimal
Horizontal Curve Minimal
Visibility Good
Roadway Conditions Good. Raised median.

Lighting Good
Adjacent Land Use Residential on east side, commercial on west side Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Kanan Road
Thousand Oaks Boulevard Hillrise Drive
40 MPH
Signalized at Thousand Oaks Boulevard and Hillrise Drive No
85th percentile speed
40 MPH
4/8/2025
14 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 3:44 PM TO 4:05 PM # OF ACC.= 0 SPEED15 Kanan Rd between Hillrise Dr and Canwood St.

SPEED TOTAL TOTAL running
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES SPEED total LIMITS (BTN): SPEED15 Kanan Rd between Hillrise Dr and Canwood St. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 1 56 X 0 1 1 56 1 POSTED SPEED LIMIT: 40 MPH
55 0 0 55 0 0 0 0 1 ROAD SURFACE: DRY
54 0 1 54 X 0 1 1 54 2 COMMENTS:
53 0 1 53 X 0 1 1 53 3 ROAD CONDITION: GOOD
52 0 2 52 XX 0 2 2 104 5
51 0 2 51 XX 0 2 2 102 7 ROAD SEGMENT LENGTH:
50 0 1 50 X 0 1 1 50 8 ACCIDENT HISTORY: 0.00
49 1 1 49 XX 1 1 2 98 10 LANES PER DIRECTION:
48 1 0 48 X 1 0 1 48 11 ACCIDENT RATE: 0
47 1 1 47 XX 1 1 2 94 13 STREET WIDTH (Ft.):
46 2 3 46 XXXXX 2 3 5 230 18 EXPECTED RATE: 0
45 4 2 45 XXXXXX 4 2 6 270 24 DATA COLLECTION METHOD: RADAR 44 5 4 44 XXXXXXXXX 5 4 9 396 33 PROPOSED SPEED LIMIT: 0 43 5 7 43 XXXXXXXXXXXX 5 7 12 516 45 DEVELOPMENT:
42 11 10 42 XXXXXXXXXXXXXXXXXXXXX 11 10 21 882 66 * ADT: 0 41 7 8 41 XXXXXXXXXXXXXXX 7 8 15 615 81 *
40 9 7 40 XXXXXXXXXXXXXXXX 9 7 16 640 97 *
39 14 11 39 XXXXXXXXXXXXXXXXXXXXXXXXX 14 11 25 975 122 P 38 13 14 38 XXXXXXXXXXXXXXXXXXXXXXXXXXX 13 14 27 1026 149 A NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 37 15 17 37 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 15 17 32 1184 181 C 36 16 14 36 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 16 14 30 1080 211 E 35 15 9 35 XXXXXXXXXXXXXXXXXXXXXXXX 15 9 24 840 235 * 85TH %: 41.9 43.8 42.9 M.P.H. 34 13 14 34 XXXXXXXXXXXXXXXXXXXXXXXXXXX 13 14 27 918 262 * 33 10 8 33 XXXXXXXXXXXXXXXXXX 10 8 18 594 280 * 50TH %: 37.9 38.5 38.2 M.P.H. 32 7 5 32 XXXXXXXXXXXX 7 5 12 384 292
31 0 4 31 XXXX 0 4 4 124 296 15TH %: 33.9 33.1 33.5 M.P.H. 30 1 2 30 XXX 1 2 3 90 299
29 0 0 29 0 0 0 0 299 10 MPH PACE: 33 - 42 33 - 42 33 - 42 M.P.H. 28 0 1 28 X 0 1 1 28 300
27 0 0 27 0 0 0 0 300 % IN PACE: 82% 75% 78%
26 0 0 26 0 0 0 0 300
25 0 0 25 0 0 0 0 300 % OVER PACE: 13% 17% 15%
24 0 0 24 0 0 0 0 300
23 0 0 23 0 0 0 0 300 % UNDER PACE: 5% 8% 7%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 37.88 38.46 38.17 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 14.80 26.25 20.54 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 3.85 5.12 4.53 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.10 0.18 0.07 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.31 0.42 0.26 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 11451
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
15 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 15:44 - 16:05 Speed Justification
50th Percentile Speed (Mean Speed) 38 mph
85th Percentile Speed 43 mph
10 mph Pace Speed 33 - 42
Percentage of Vehicles in Pace 78.3% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 9
Collision Rate (ACC/MVM) 1.03
Expected Collisions (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 28603 Date Counted
Number of Lanes 5
Type of Traffic Control
Crosswalks? At signalized intersections
Pedestrian Traffic Minimal
Truck Traffic Moderate
On-Street Parking
Sidewalks? Yes, on both sides of street
Bike Lanes? Yes, on both sides of street
Driveways? No

ROADWAY FACTORS
Length of Segment 1,467'
Width 78'
Vertical Curve Yes
Horizontal Curve Yes
Visibility Some restriction due to road curvature
Roadway Conditions Good. Raised median.

Lighting Good
Adjacent Land Use Commercial, residential, freeway
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Kanan Road
Hillrise Drive Canwood Street
40 MPH
Signalized at Hillrise Drive and Canwood Street (north and south) No
85th percentile speed
40 MPH
4/8/2025
15 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:15 AM TO 10:37 AM # OF ACC.= 0 SPEED16 Kanan Rd between Canwood St and Agoura Rd.

SPEED TOTAL TOTAL running
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES SPEED total LIMITS (BTN): SPEED16 Kanan Rd between Canwood St and Agoura Rd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 35 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 0 51 0 0 0 0 0 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 0 ACCIDENT HISTORY: 0.00
49 0 0 49 0 0 0 0 0 LANES PER DIRECTION:
48 0 0 48 0 0 0 0 0 ACCIDENT RATE: 0
47 0 0 47 0 0 0 0 0 STREET WIDTH (Ft.):
46 0 1 46 X 0 1 1 46 1 EXPECTED RATE: 0
45 0 0 45 0 0 0 0 1 DATA COLLECTION METHOD: RADAR
44 0 2 44 XX 0 2 2 88 3 PROPOSED SPEED LIMIT: 0
43 0 0 43 0 0 0 0 3 DEVELOPMENT:
42 0 1 42 X 0 1 1 42 4 ADT: 0
41 0 0 41 0 0 0 0 4
40 4 3 40 XXXXXXX 4 3 7 280 11
39 1 3 39 XXXX 1 3 4 156 15
38 2 5 38 XXXXXXX 2 5 7 266 22 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 37 4 3 37 XXXXXXX 4 3 7 259 29
36 2 6 36 XXXXXXXX 2 6 8 288 37
35 1 5 35 XXXXXX 1 5 6 210 43 85TH %: 32.3 35.4 34.0 M.P.H. 34 2 9 34 XXXXXXXXXXX 2 9 11 374 54
33 1 2 33 XXX 1 2 3 99 57 50TH %: 26.9 29.2 28.1 M.P.H. 32 8 12 32 XXXXXXXXXXXXXXXXXXXX 8 12 20 640 77 *
31 12 9 31 XXXXXXXXXXXXXXXXXXXXX 12 9 21 651 98 * 15TH %: 21.5 23.0 22.1 M.P.H. 30 5 7 30 XXXXXXXXXXXX 5 7 12 360 110 *
29 8 13 29 XXXXXXXXXXXXXXXXXXXXX 8 13 21 609 131 P 10 MPH PACE: 22 - 31 27 - 36 23 - 32 M.P.H. 28 15 11 28 XXXXXXXXXXXXXXXXXXXXXXXXXX 15 11 26 728 157 A 27 9 12 27 XXXXXXXXXXXXXXXXXXXXX 9 12 21 567 178 C % IN PACE: 70% 57% 62% 26 13 4 26 XXXXXXXXXXXXXXXXX 13 4 17 442 195 E
25 10 7 25 XXXXXXXXXXXXXXXXX 10 7 17 425 212 * % OVER PACE: 17% 12% 19% 24 9 6 24 XXXXXXXXXXXXXXX 9 6 15 360 227 *
23 13 5 23 XXXXXXXXXXXXXXXXXX 13 5 18 414 245 * % UNDER PACE: 13% 32% 19% 22 12 8 22 XXXXXXXXXXXXXXXXXXXX 12 8 20 440 265
21 11 9 21 XXXXXXXXXXXXXXXXXXXX 11 9 20 420 285 ARITHMETIC MEAN: 26.91 29.20 28.06 M.P.H. 20 2 7 20 XXXXXXXXX 2 7 9 180 294
19 0 0 19 0 0 0 0 294 SAMPLE VARIANCE: 27.25 35.48 32.59 18 5 2 18 XXXXXXX 5 2 7 126 301
17 0 0 17 0 0 0 0 301 STANDARD DEVIATION: 5.22 5.96 5.71 M.P.H. 16 2 0 16 XX 2 0 2 32 303
15 0 0 15 0 0 0 0 303 VARIANCE OF THE MEAN: 0.18 0.23 0.11 14 0 0 14 0 0 0 0 303
13 0 0 13 0 0 0 0 303 STD. ERROR OF THE MEAN: 0.42 0.48 0.33 M.P.H. 12 0 0 12 0 0 0 0 303
11 0 0 11 0 0 0 0 303
10 0 0 10 0 0 0 0 303
151 152 303 8502
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
16 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 10:15 - 10:37 Speed Justification
50th Percentile Speed (Mean Speed) 28 mph
85th Percentile Speed 34 mph
10 mph Pace Speed 23 - 32
Percentage of Vehicles in Pace 62.0% Recommended Speed Limit Number of Survey Samples 303

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 16
Collision Rate (ACC/MVM) 2.29
Expected Collisions (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 26644 Date Counted
Number of Lanes 5
Type of Traffic Control
Crosswalks? At Roadside Road, Agoura Road and Canwood Street Pedestrian Traffic Moderate
Truck Traffic Moderate
On-Street Parking
Sidewalks? Yes, on both sides of street
Bike Lanes? Yes, on both sides of street
Driveways? Multiple

ROADWAY FACTORS
Length of Segment 1,265'
Width 78'
Vertical Curve No
Horizontal Curve Minimal
Visibility Good
Roadway Conditions Good. Raised median.

Lighting Good
Adjacent Land Use Commercial, freeway
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Kanan Road
Canwood Street Agoura Road
35 mph (NB) | 35/40 mph (SB)
Signalized at Canwood Street, Roadside Road, Agoura Road and Freeway No
85th percentile speed
35 MPH
4/8/2025
16 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:30 PM TO 1:48 PM # OF ACC.= 0 SPEED17 Kanan Rd between Agoura Rd and South City Limits.

SPEED TOTAL TOTAL running
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES SPEED total LIMITS (BTN): SPEED17 Kanan Rd between Agoura Rd and South City Limits. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 1 0 58 X 1 0 1 58 1
57 0 0 57 0 0 0 0 1 WEATHER: SUNNY
56 1 0 56 X 1 0 1 56 2 POSTED SPEED LIMIT: 45 MPH
55 0 2 55 XX 0 2 2 110 4 ROAD SURFACE: DRY
54 1 0 54 X 1 0 1 54 5 COMMENTS:
53 0 3 53 XXX 0 3 3 159 8 ROAD CONDITION: GOOD
52 1 2 52 XXX 1 2 3 156 11
51 4 4 51 XXXXXXXX 4 4 8 408 19 ROAD SEGMENT LENGTH:
50 6 4 50 XXXXXXXXXX 6 4 10 500 29 ACCIDENT HISTORY: 0.00 49 6 7 49 XXXXXXXXXXXXX 6 7 13 637 42 * LANES PER DIRECTION:
48 12 9 48 XXXXXXXXXXXXXXXXXXXXX 12 9 21 1008 63 * ACCIDENT RATE: 0 47 6 10 47 XXXXXXXXXXXXXXXX 6 10 16 752 79 * STREET WIDTH (Ft.):
46 7 8 46 XXXXXXXXXXXXXXX 7 8 15 690 94 P EXPECTED RATE: 0 45 9 12 45 XXXXXXXXXXXXXXXXXXXXX 9 12 21 945 115 A DATA COLLECTION METHOD: RADAR 44 10 11 44 XXXXXXXXXXXXXXXXXXXXX 10 11 21 924 136 C PROPOSED SPEED LIMIT: 0 43 15 9 43 XXXXXXXXXXXXXXXXXXXXXXXX 15 9 24 1032 160 E DEVELOPMENT:
42 14 11 42 XXXXXXXXXXXXXXXXXXXXXXXXX 14 11 25 1050 185 * ADT: 0 41 8 12 41 XXXXXXXXXXXXXXXXXXXX 8 12 20 820 205 *
40 14 12 40 XXXXXXXXXXXXXXXXXXXXXXXXXX 14 12 26 1040 231 * 39 3 7 39 XXXXXXXXXX 3 7 10 390 241
38 5 9 38 XXXXXXXXXXXXXX 5 9 14 532 255 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 37 8 6 37 XXXXXXXXXXXXXX 8 6 14 518 269
36 6 7 36 XXXXXXXXXXXXX 6 7 13 468 282
35 3 1 35 XXXX 3 1 4 140 286 85TH %: 48.1 48.3 48.2 M.P.H. 34 4 3 34 XXXXXXX 4 3 7 238 293
33 4 2 33 XXXXXX 4 2 6 198 299 50TH %: 42.8 43.2 43.0 M.P.H. 32 1 0 32 X 1 0 1 32 300
31 1 0 31 X 1 0 1 31 301 15TH %: 37.4 38.2 37.8 M.P.H.
30 0 0 30 0 0 0 0 301
29 0 0 29 0 0 0 0 301 10 MPH PACE: 40 - 49 40 - 49 40 - 49 M.P.H. 28 0 0 28 0 0 0 0 301
27 0 0 27 0 0 0 0 301 % IN PACE: 67% 67% 67%
26 0 0 26 0 0 0 0 301
25 0 0 25 0 0 0 0 301 % OVER PACE: 9% 10% 10%
24 0 0 24 0 0 0 0 301
23 0 0 23 0 0 0 0 301 % UNDER PACE: 23% 23% 23%
22 0 0 22 0 0 0 0 301
21 0 0 21 0 0 0 0 301 ARITHMETIC MEAN: 42.79 43.23 43.01 M.P.H. 20 0 0 20 0 0 0 0 301
19 0 0 19 0 0 0 0 301 SAMPLE VARIANCE: 26.63 23.55 25.05 18 0 0 18 0 0 0 0 301
17 0 0 17 0 0 0 0 301 STANDARD DEVIATION: 5.16 4.85 5.00 M.P.H. 16 0 0 16 0 0 0 0 301
15 0 0 15 0 0 0 0 301 VARIANCE OF THE MEAN: 0.18 0.16 0.08 14 0 0 14 0 0 0 0 301
13 0 0 13 0 0 0 0 301 STD. ERROR OF THE MEAN: 0.42 0.39 0.29 M.P.H. 12 0 0 12 0 0 0 0 301
11 0 0 11 0 0 0 0 301
10 0 0 10 0 0 0 0 301
150 151 301 12946
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/10/2025
Agoura Hills
17 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/10/2025 Posted Speed Limit
Time of Speed Survey 13:30 - 13:48 Speed Justification
50th Percentile Speed (Mean Speed) 43 mph
85th Percentile Speed 48 mph
10 mph Pace Speed 40 - 49
Percentage of Vehicles in Pace 67.1% Recommended Speed Limit Number of Survey Samples 301

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 4
Collision Rate (ACC/MVM) 0.61
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 21818 Date Counted
Number of Lanes 2
Type of Traffic Control
Crosswalks? At Agoura Road
Pedestrian Traffic None present
Truck Traffic Moderate
On-Street Parking
Sidewalks? No
Bike Lanes? None
Driveways? No

ROADWAY FACTORS
Length of Segment 1,455'
Width 36'
Vertical Curve Yes
Horizontal Curve Yes
Visibility Restriction due to road curvature
Roadway Conditions Rough road in some areas. Striped median.

Lighting None
Adjacent Land Use Empty lots, residential
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Kanan Road
Agoura Road South City Limit
45 MPH
Signalized at Agoura Road
No
85th percentile speed rounded down to retain prior speed limit and due to high collision rate and road curvature
45 MPH
4/8/2025
17 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 2:44 PM TO 3:44 PM # OF ACC.= 0 SPEED18 LIberty Canyon Rd between Agoura Rd and Country Glen Rd.

SPEED TOTAL TOTAL running
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES SPEED total LIMITS (BTN): SPEED18 LIberty Canyon Rd between Agoura Rd and Country Glen Rd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Vitalii Y.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 40 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 2 54 XX 0 2 2 108 2 COMMENTS:
53 0 0 53 0 0 0 0 2 ROAD CONDITION: GOOD
52 0 4 52 XXXX 0 4 4 208 6
51 1 0 51 X 1 0 1 51 7 ROAD SEGMENT LENGTH:
50 2 0 50 XX 2 0 2 100 9 ACCIDENT HISTORY: 0.00
49 2 4 49 XXXXXX 2 4 6 294 15 LANES PER DIRECTION:
48 4 2 48 XXXXXX 4 2 6 288 21 ACCIDENT RATE: 0
47 6 1 47 XXXXXXX 6 1 7 329 28 STREET WIDTH (Ft.):
46 4 8 46 XXXXXXXXXXXX 4 8 12 552 40 EXPECTED RATE: 0
45 3 4 45 XXXXXXX 3 4 7 315 47 DATA COLLECTION METHOD: RADAR 44 2 0 44 XX 2 0 2 88 49 PROPOSED SPEED LIMIT: 0
43 8 12 43 XXXXXXXXXXXXXXXXXXXX 8 12 20 860 69 * DEVELOPMENT:
42 9 0 42 XXXXXXXXX 9 0 9 378 78 * ADT: 0
41 7 10 41 XXXXXXXXXXXXXXXXX 7 10 17 697 95 *
40 14 14 40 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 14 14 28 1120 123 P 39 11 9 39 XXXXXXXXXXXXXXXXXXXX 11 9 20 780 143 A
38 12 14 38 XXXXXXXXXXXXXXXXXXXXXXXXXX 12 14 26 988 169 C NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 37 8 11 37 XXXXXXXXXXXXXXXXXXX 8 11 19 703 188 E
36 21 10 36 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 21 10 31 1116 219 * 35 14 11 35 XXXXXXXXXXXXXXXXXXXXXXXXX 14 11 25 875 244 * 85TH %: 43.9 44.5 44.2 M.P.H. 34 8 15 34 XXXXXXXXXXXXXXXXXXXXXXX 8 15 23 782 267 *
33 7 11 33 XXXXXXXXXXXXXXXXXX 7 11 18 594 285 50TH %: 38.9 38.9 38.9 M.P.H. 32 0 0 32 0 0 0 0 285
31 4 3 31 XXXXXXX 4 3 7 217 292 15TH %: 34.0 33.4 33.7 M.P.H. 30 0 5 30 XXXXX 0 5 5 150 297
29 3 0 29 XXX 3 0 3 87 300 10 MPH PACE: 34 - 43 34 - 43 34 - 43 M.P.H. 28 0 0 28 0 0 0 0 300
27 0 0 27 0 0 0 0 300 % IN PACE: 75% 71% 73%
26 0 0 26 0 0 0 0 300
25 0 0 25 0 0 0 0 300 % OVER PACE: 16% 17% 16%
24 0 0 24 0 0 0 0 300
23 0 0 23 0 0 0 0 300 % UNDER PACE: 9% 13% 11%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 38.93 38.93 38.93 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 22.57 28.36 25.38 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 4.75 5.33 5.04 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.15 0.19 0.08 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.39 0.43 0.29 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 11680
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/10/2025
Agoura Hills
18 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/10/2025 Posted Speed Limit
Time of Speed Survey 14:44 - 15:44 Speed Justification
50th Percentile Speed (Mean Speed) 39 mph
85th Percentile Speed 44 mph
10 mph Pace Speed 34 - 43
Percentage of Vehicles in Pace 72.7% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 2
Collision Rate (ACC/MVM) 1.94
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 4083 Date Counted
Number of Lanes 2
Type of Traffic Control
Crosswalks? At Agoura Road and Country Glen Road, unmarked transverse Pedestrian Traffic Minimal
Truck Traffic None present
On-Street Parking
Sidewalks? On west side only
Bike Lanes? Yes, on east side, but quite wide
Driveways? No

ROADWAY FACTORS
Length of Segment 1,217'
Width 84'
Vertical Curve Slight road curvature downhill in the southbound direction Horizontal Curve No
Visibility Good
Roadway Conditions Good
Lighting Good
Adjacent Land Use Residential
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Liberty Canyon Road
Agoura Road Country Glen Road
40 MPH
Signalized at Agoura Road, 4-way Stop at Country Glen Road On west side of street only
85th percentile speed rounded down to retain prior speed limit, and due to presence of cyclist infrastructure and lack of sidewalks on east side of the segment.
40 MPH
4/8/2025
18 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:05 AM TO 9:35 AM # OF ACC.= 0 SPEED19 Palo Comado Canyon Rd between Agoura Rd and Ventura Fwy (no speed limit).

SPEED TOTAL TOTAL running
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES SPEED total LIMITS (BTN): SPEED19 Palo Comado Canyon Rd between Agoura Rd and Ventura Fwy (no speed limit). 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER:
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 30 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 0 51 0 0 0 0 0 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 0 ACCIDENT HISTORY: 0.00
49 0 0 49 0 0 0 0 0 LANES PER DIRECTION:
48 0 0 48 0 0 0 0 0 ACCIDENT RATE: 0
47 0 0 47 0 0 0 0 0 STREET WIDTH (Ft.):
46 0 0 46 0 0 0 0 0 EXPECTED RATE: 0
45 0 0 45 0 0 0 0 0 DATA COLLECTION METHOD: RADAR
44 0 0 44 0 0 0 0 0 PROPOSED SPEED LIMIT: 0
43 0 0 43 0 0 0 0 0 DEVELOPMENT:
42 0 0 42 0 0 0 0 0 ADT: 0
41 1 1 41 XX 1 1 2 82 2
40 0 0 40 0 0 0 0 2
39 4 0 39 XXXX 4 0 4 156 6
38 0 1 38 X 0 1 1 38 7 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 37 2 0 37 XX 2 0 2 74 9
36 8 1 36 XXXXXXXXX 8 1 9 324 18
35 4 15 35 XXXXXXXXXXXXXXXXXXX 4 15 19 665 37 85TH %: 34.3 33.6 34.0 M.P.H. 34 15 10 34 XXXXXXXXXXXXXXXXXXXXXXXXX 15 10 25 850 62 * 33 15 13 33 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 15 13 28 924 90 * 50TH %: 30.2 30.3 30.2 M.P.H. 32 9 15 32 XXXXXXXXXXXXXXXXXXXXXXXX 9 15 24 768 114 *
31 12 14 31 XXXXXXXXXXXXXXXXXXXXXXXXXX 12 14 26 806 140 P 15TH %: 26.0 26.9 26.4 M.P.H. 30 14 16 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 14 16 30 900 170 A 29 5 12 29 XXXXXXXXXXXXXXXXX 5 12 17 493 187 C 10 MPH PACE: 25 - 34 26 - 35 25 - 34 M.P.H. 28 16 18 28 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 16 18 34 952 221 E 27 13 10 27 XXXXXXXXXXXXXXXXXXXXXXX 13 10 23 621 244 * % IN PACE: 80% 91% 84% 26 9 14 26 XXXXXXXXXXXXXXXXXXXXXXX 9 14 23 598 267 *
25 12 9 25 XXXXXXXXXXXXXXXXXXXXX 12 9 21 525 288 * % OVER PACE: 13% 2% 12% 24 9 1 24 XXXXXXXXXX 9 1 10 240 298
23 2 0 23 XX 2 0 2 46 300 % UNDER PACE: 7% 7% 4%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 30.16 30.25 30.21 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 16.12 10.71 13.38 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 4.02 3.27 3.66 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.11 0.07 0.04 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.33 0.27 0.21 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 9062
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/15/2025
Agoura Hills
19 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/15/2025 Posted Speed Limit
Time of Speed Survey 09:05 - 09:35 Speed Justification
50th Percentile Speed (Mean Speed) 30 mph
85th Percentile Speed 34 mph
10 mph Pace Speed 25 - 34
Percentage of Vehicles in Pace 83.7% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 0
Collision Rate (ACC/MVM) 0.00
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 11812 Date Counted
Number of Lanes 2
Type of Traffic Control
Crosswalks? At Agoura Road
Pedestrian Traffic Minimal
Truck Traffic None present
On-Street Parking
Sidewalks? Yes, on both sides of street, but more minimal on west side of street.

Bike Lanes? None
Driveways? Minimal on east side of street

ROADWAY FACTORS
Length of Segment 1,040'
Width 40' (Varies)
Vertical Curve No
Horizontal Curve Yes
Visibility Some restriction due to road curvature
Roadway Conditions Good
Lighting Minimal
Adjacent Land Use Residential, freeway
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number
35 MPH
4/8/2025

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Palo Comado Canyon Road/Chesebro Road
Agoura Road US 101 Freeway
On the east side of street only
4-way Stop at Agoura Road, 1-way Stop at Dorothy Drive
85th percentile speed
35 MPH
19 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:57 PM TO 2:30 PM # OF ACC.= 0 SPEED20 Reyes Adobe Rd between Lake Lindero Dr and Thousand Oaks Blvd.

SPEED TOTAL TOTAL running
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES SPEED total LIMITS (BTN): SPEED20 Reyes Adobe Rd between Lake Lindero Dr and Thousand Oaks Blvd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 40 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 1 51 X 0 1 1 51 1 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 1 ACCIDENT HISTORY: 0.00
49 0 5 49 XXXXX 0 5 5 245 6 LANES PER DIRECTION:
48 0 0 48 0 0 0 0 6 ACCIDENT RATE: 0
47 0 0 47 0 0 0 0 6 STREET WIDTH (Ft.):
46 4 4 46 XXXXXXXX 4 4 8 368 14 EXPECTED RATE: 0
45 0 5 45 XXXXX 0 5 5 225 19 DATA COLLECTION METHOD: RADAR 44 3 9 44 XXXXXXXXXXXX 3 9 12 528 31 PROPOSED SPEED LIMIT: 0 43 3 0 43 XXX 3 0 3 129 34 DEVELOPMENT:
42 8 2 42 XXXXXXXXXX 8 2 10 420 44 ADT: 0
41 4 8 41 XXXXXXXXXXXX 4 8 12 492 56
40 7 6 40 XXXXXXXXXXXXX 7 6 13 520 69
39 9 0 39 XXXXXXXXX 9 0 9 351 78
38 11 11 38 XXXXXXXXXXXXXXXXXXXXXX 11 11 22 836 100 * NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 37 11 8 37 XXXXXXXXXXXXXXXXXXX 11 8 19 703 119 *
36 14 8 36 XXXXXXXXXXXXXXXXXXXXXX 14 8 22 792 141 *
35 15 11 35 XXXXXXXXXXXXXXXXXXXXXXXXXX 15 11 26 910 167 P 85TH %: 40.3 41.8 41.1 M.P.H. 34 12 10 34 XXXXXXXXXXXXXXXXXXXXXX 12 10 22 748 189 A
33 10 15 33 XXXXXXXXXXXXXXXXXXXXXXXXX 10 15 25 825 214 C 50TH %: 35.6 35.9 35.8 M.P.H. 32 12 2 32 XXXXXXXXXXXXXX 12 2 14 448 228 E
31 7 16 31 XXXXXXXXXXXXXXXXXXXXXXX 7 16 23 713 251 * 15TH %: 30.9 30.0 30.4 M.P.H. 30 11 15 30 XXXXXXXXXXXXXXXXXXXXXXXXXX 11 15 26 780 277 * 29 2 9 29 XXXXXXXXXXX 2 9 11 319 288 * 10 MPH PACE: 30 - 39 29 - 38 29 - 38 M.P.H. 28 4 3 28 XXXXXXX 4 3 7 196 295
27 1 2 27 XXX 1 2 3 81 298 % IN PACE: 75% 70% 70%
26 0 0 26 0 0 0 0 298
25 0 0 25 0 0 0 0 298 % OVER PACE: 19% 27% 26%
24 1 0 24 X 1 0 1 24 299
23 0 0 23 0 0 0 0 299 % UNDER PACE: 6% 3% 4%
22 0 0 22 0 0 0 0 299
21 1 0 21 X 1 0 1 21 300 ARITHMETIC MEAN: 35.61 35.89 35.75 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 20.62 32.36 26.42 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 4.54 5.69 5.14 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.14 0.22 0.09 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.37 0.46 0.30 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 10725
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/10/2025
Agoura Hills
20 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/10/2025 Posted Speed Limit
Time of Speed Survey 13:57 - 14:30 Speed Justification
50th Percentile Speed (Mean Speed) 36 mph
85th Percentile Speed 41 mph
10 mph Pace Speed 29 - 38
Percentage of Vehicles in Pace 70.0% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 3
Collision Rate (ACC/MVM) 1.63
Expected Collisions (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 2966 Date Counted
Number of Lanes 4
Type of Traffic Control
Crosswalks? At Stonecrest and at signalized intersection Pedestrian Traffic Minimal
Truck Traffic Moderate
On-Street Parking
Sidewalks? Yes, on east sides of street only
Bike Lanes? Yes, on both sides of street
Driveways? Minimal

ROADWAY FACTORS
Length of Segment 3,000'
Width 60'
Vertical Curve Minimal
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good. Striped median.

Lighting Good
Adjacent Land Use Residential, school
Field Study By Ramsay Goyal Checked By Matthew Stewart
CERTIFICATION: I Matthew Stewart do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic). 7/16/2025 TE 3063
Matthew Stewart Date State Registration Number
40 MPH

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Reyes Adobe Road
Lake Lindero Drive Thousand Oaks Boulevard
4-way stop at Lindero Canyon, 1-way stop at Rainbow Hill Road, 2-way stop at Stonecrest Drive, signalized at Thousand Oaks Boulevard
85th percentile speed
40 MPH
None present
4/8/2025
20 E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 3:30 PM TO 4:07 PM # OF ACC.= 0 SPEED21 Reyes Adobe Rd between Thousand Oaks Blvd and Agoura Rd.

SPEED TOTAL TOTAL running
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES SPEED total LIMITS (BTN): SPEED21 Reyes Adobe Rd between Thousand Oaks Blvd and Agoura Rd. 60 0 0 60 0 0 0 0 0
59 0 1 59 X 0 1 1 59 1 OBSERVER: Vitaliy Y.
58 0 0 58 0 0 0 0 1
57 0 0 57 0 0 0 0 1 WEATHER: SUNNY
56 0 0 56 0 0 0 0 1 POSTED SPEED LIMIT: 40 MPH
55 0 3 55 XXX 0 3 3 165 4 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 4 COMMENTS:
53 0 0 53 0 0 0 0 4 ROAD CONDITION: GOOD
52 0 1 52 X 0 1 1 52 5
51 0 0 51 0 0 0 0 5 ROAD SEGMENT LENGTH:
50 1 1 50 XX 1 1 2 100 7 ACCIDENT HISTORY: 0.00
49 0 2 49 XX 0 2 2 98 9 LANES PER DIRECTION:
48 2 4 48 XXXXXX 2 4 6 288 15 ACCIDENT RATE: 0
47 2 1 47 XXX 2 1 3 141 18 STREET WIDTH (Ft.):
46 4 3 46 XXXXXXX 4 3 7 322 25 EXPECTED RATE: 0
45 2 2 45 XXXX 2 2 4 180 29 DATA COLLECTION METHOD: RADAR 44 4 8 44 XXXXXXXXXXXX 4 8 12 528 41 PROPOSED SPEED LIMIT: 0 43 7 8 43 XXXXXXXXXXXXXXX 7 8 15 645 56 DEVELOPMENT:
42 8 9 42 XXXXXXXXXXXXXXXXX 8 9 17 714 73 * ADT: 0
41 9 10 41 XXXXXXXXXXXXXXXXXXX 9 10 19 779 92 *
40 10 13 40 XXXXXXXXXXXXXXXXXXXXXXX 10 13 23 920 115 *
39 14 12 39 XXXXXXXXXXXXXXXXXXXXXXXXXX 14 12 26 1014 141 P 38 13 6 38 XXXXXXXXXXXXXXXXXXX 13 6 19 722 160 A NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 37 12 15 37 XXXXXXXXXXXXXXXXXXXXXXXXXXX 12 15 27 999 187 C 36 9 13 36 XXXXXXXXXXXXXXXXXXXXXX 9 13 22 792 209 E
35 15 12 35 XXXXXXXXXXXXXXXXXXXXXXXXXXX 15 12 27 945 236 * 85TH %: 42.4 44.7 43.6 M.P.H. 34 13 9 34 XXXXXXXXXXXXXXXXXXXXXX 13 9 22 748 258 *
33 8 8 33 XXXXXXXXXXXXXXXX 8 8 16 528 274 * 50TH %: 37.6 39.2 38.4 M.P.H. 32 3 5 32 XXXXXXXX 3 5 8 256 282
31 5 3 31 XXXXXXXX 5 3 8 248 290 15TH %: 32.8 33.8 33.2 M.P.H. 30 3 1 30 XXXX 3 1 4 120 294
29 2 0 29 XX 2 0 2 58 296 10 MPH PACE: 33 - 42 34 - 43 33 - 42 M.P.H. 28 1 0 28 X 1 0 1 28 297
27 1 0 27 X 1 0 1 27 298 % IN PACE: 74% 71% 73%
26 1 0 26 X 1 0 1 26 299
25 1 0 25 X 1 0 1 25 300 % OVER PACE: 15% 17% 19%
24 0 0 24 0 0 0 0 300
23 0 0 23 0 0 0 0 300 % UNDER PACE: 11% 11% 9%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 37.60 39.25 38.42 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 21.81 27.68 25.34 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 4.67 5.26 5.03 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.15 0.18 0.08 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.38 0.43 0.29 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 11527
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
21 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 15:30 - 16:07 Speed Justification
50th Percentile Speed (Mean Speed) 38 mph
85th Percentile Speed 44 mph
10 mph Pace Speed 33 - 42
Percentage of Vehicles in Pace 72.7% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 7
Collision Rate (ACC/MVM) 0.74
Expected Collisions (ACC/MVM) 1.27

TRAFFIC FACTORS
Average Daily Traffic 11721 Date Counted
Number of Lanes 4
Type of Traffic Control
Crosswalks? At signalized intersections and rainbow crest Pedestrian Traffic Minimal
Truck Traffic Yes/ High
On-Street Parking
Sidewalks? Yes, on both sides of street
Bike Lanes? None
Driveways? No

ROADWAY FACTORS
Length of Segment 3,875'
Width 60'
Vertical Curve Yes
Horizontal Curve No
Visibility Good
Roadway Conditions Good
Lighting Good
Adjacent Land Use Residential, Park Commercial
Field Study By Ramsay Goyal Checked By Matthew Stewart
CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Reyes Adobe Road
Thousand Oaks Boulevard Agoura Road
Signalized at Thousand Oaks Boulevard and Agoura Road, Hawk at rainbow Crest 85th percentile speed rounded down to retain prior speed limit 40 MPH
40 MPH
No
4/8/2025
21 7/16/2025
Field Study By Ramsay Goyal Checked By Matthew Stewart
CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:30 AM TO 11:25 AM # OF ACC.= 0 SPEED22 Roadside Dr between Kanan Rd and Lewis St.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED22 Roadside Dr between Kanan Rd and Lewis St. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 40 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 1 0 52 X 1 0 1 52 1
51 1 0 51 X 1 0 1 51 2 ROAD SEGMENT LENGTH:
50 4 2 50 XXXXXX 4 2 6 300 8 ACCIDENT HISTORY: 0.00
49 1 0 49 X 1 0 1 49 9 LANES PER DIRECTION:
48 1 0 48 X 1 0 1 48 10 ACCIDENT RATE: 0
47 0 2 47 XX 0 2 2 94 12 STREET WIDTH (Ft.):
46 0 4 46 XXXX 0 4 4 184 16 EXPECTED RATE: 0
45 0 1 45 X 0 1 1 45 17 DATA COLLECTION METHOD: RADAR
44 4 5 44 XXXXXXXXX 4 5 9 396 26 PROPOSED SPEED LIMIT: 0 43 8 2 43 XXXXXXXXXX 8 2 10 430 36 DEVELOPMENT:
42 8 7 42 XXXXXXXXXXXXXXX 8 7 15 630 51 * ADT: 0
41 10 11 41 XXXXXXXXXXXXXXXXXXXXX 10 11 21 861 72 *
40 12 13 40 XXXXXXXXXXXXXXXXXXXXXXXXX 12 13 25 1000 97 * 39 11 13 39 XXXXXXXXXXXXXXXXXXXXXXXX 11 13 24 936 121 P 38 13 9 38 XXXXXXXXXXXXXXXXXXXXXX 13 9 22 836 143 A EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 10 12 37 XXXXXXXXXXXXXXXXXXXXXX 10 12 22 814 165 C
36 9 5 36 XXXXXXXXXXXXXX 9 5 14 504 179 E
35 9 11 35 XXXXXXXXXXXXXXXXXXXX 9 11 20 700 199 * 85TH %: 42.7 42.1 42.4 M.P.H. 34 10 9 34 XXXXXXXXXXXXXXXXXXX 10 9 19 646 218 *
33 8 15 33 XXXXXXXXXXXXXXXXXXXXXXX 8 15 23 759 241 * 50TH %: 37.2 36.7 36.9 M.P.H. 32 8 4 32 XXXXXXXXXXXX 8 4 12 384 253
31 9 7 31 XXXXXXXXXXXXXXXX 9 7 16 496 269 15TH %: 31.7 31.3 31.5 M.P.H. 30 3 6 30 XXXXXXXXX 3 6 9 270 278
29 2 3 29 XXXXX 2 3 5 145 283 10 MPH PACE: 34 - 43 33 - 42 33 - 42 M.P.H. 28 3 2 28 XXXXX 3 2 5 140 288
27 3 1 27 XXXX 3 1 4 108 292 % IN PACE: 67% 70% 68%
26 1 5 26 XXXXXX 1 5 6 156 298
25 0 0 25 0 0 0 0 298 % OVER PACE: 8% 11% 12%
24 1 0 24 X 1 0 1 24 299
23 0 1 23 X 0 1 1 23 300 % UNDER PACE: 25% 19% 20%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 37.20 36.67 36.94 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 28.59 27.03 27.79 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 5.35 5.20 5.27 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.19 0.18 0.09 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.44 0.42 0.30 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 11081
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/10/2025
Agoura Hills
22 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/10/2025 Posted Speed Limit
Time of Speed Survey 10:30 - 11:25 Speed Justification
50th Percentile Speed (Mean Speed) 37 mph
85th Percentile Speed 42 mph
10 mph Pace Speed 33 - 42
Percentage of Vehicles in Pace 68.3% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 4
Collision Rate (ACC/MVM) 0.71
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 4870 Date Counted
Number of Lanes 2
Type of Traffic Control
Crosswalks? At Kanan Road only. Horse crossing sign-no crosswalk.

Pedestrian Traffic Moderate
Truck Traffic Yes
On-Street Parking
Sidewalks? On south side of street formost of segment.

Bike Lanes? None
Driveways? Multiple

ROADWAY FACTORS
Length of Segment 5,560'
Width 42'
Vertical Curve Yes
Horizontal Curve No
Visibility Restriction due to road curvature
Roadway Conditions Rough road in some areas. Striped Double Left Median Lighting On south side of street only and for a portion of the segment only Adjacent Land Use Commercial, Freeway
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Roadside Drive
Kanan Road Lewis Street
Signalized at Kanan Road, 3-way stop at Cornell Road.
85th percentile speed
40 MPH
40 MPH
Parking on south side of street for portion of segment. None northbound 4/8/2025
22 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 3:05 PM TO 3:26 PM # OF ACC.= 0 SPEED23 Thousand Oaks Blvd between West City Limits and Reyes Adobe Rd.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED23 Thousand Oaks Blvd between West City Limits and Reyes Adobe Rd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Vitaliy Y.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 45 MPH
55 0 1 55 X 0 1 1 55 1 ROAD SURFACE: DRY
54 0 1 54 X 0 1 1 54 2 COMMENTS:
53 0 2 53 XX 0 2 2 106 4 ROAD CONDITION: GOOD
52 1 0 52 X 1 0 1 52 5
51 0 7 51 XXXXXXX 0 7 7 357 12 ROAD SEGMENT LENGTH:
50 4 1 50 XXXXX 4 1 5 250 17 ACCIDENT HISTORY: 0.00
49 9 8 49 XXXXXXXXXXXXXXXXX 9 8 17 833 34 LANES PER DIRECTION:
48 10 11 48 XXXXXXXXXXXXXXXXXXXXX 10 11 21 1008 55 ACCIDENT RATE: 0 47 0 4 47 XXXX 0 4 4 188 59 STREET WIDTH (Ft.):
46 1 2 46 XXX 1 2 3 138 62 EXPECTED RATE: 0
45 14 8 45 XXXXXXXXXXXXXXXXXXXXXX 14 8 22 990 84 * DATA COLLECTION METHOD: RADAR 44 12 12 44 XXXXXXXXXXXXXXXXXXXXXXXX 12 12 24 1056 108 * PROPOSED SPEED LIMIT: 0 43 9 12 43 XXXXXXXXXXXXXXXXXXXXX 9 12 21 903 129 * DEVELOPMENT:
42 6 13 42 XXXXXXXXXXXXXXXXXXX 6 13 19 798 148 P ADT: 0 41 8 11 41 XXXXXXXXXXXXXXXXXXX 8 11 19 779 167 A
40 4 8 40 XXXXXXXXXXXX 4 8 12 480 179 C
39 7 9 39 XXXXXXXXXXXXXXXX 7 9 16 624 195 E
38 9 7 38 XXXXXXXXXXXXXXXX 9 7 16 608 211 * EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 4 8 37 XXXXXXXXXXXX 4 8 12 444 223 *
36 6 3 36 XXXXXXXXX 6 3 9 324 232 *
35 9 3 35 XXXXXXXXXXXX 9 3 12 420 244 85TH %: 46.3 47.9 47.2 M.P.H. 34 0 7 34 XXXXXXX 0 7 7 238 251
33 8 0 33 XXXXXXXX 8 0 8 264 259 50TH %: 39.6 41.7 40.7 M.P.H. 32 4 2 32 XXXXXX 4 2 6 192 265
31 8 0 31 XXXXXXXX 8 0 8 248 273 15TH %: 32.9 35.6 34.1 M.P.H. 30 6 1 30 XXXXXXX 6 1 7 210 280
29 10 8 29 XXXXXXXXXXXXXXXXXX 10 8 18 522 298 10 MPH PACE: 36 - 45 36 - 45 36 - 45 M.P.H. 28 1 0 28 X 1 0 1 28 299
27 0 1 27 X 0 1 1 27 300 % IN PACE: 53% 61% 57%
26 0 0 26 0 0 0 0 300
25 0 0 25 0 0 0 0 300 % OVER PACE: 17% 25% 21%
24 0 0 24 0 0 0 0 300
23 0 0 23 0 0 0 0 300 % UNDER PACE: 31% 15% 23%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 39.57 41.73 40.65 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 41.79 35.49 39.68 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 6.46 5.96 6.30 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.28 0.24 0.13 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.53 0.49 0.36 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 12196
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
23 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 15:05 - 15:26 Speed Justification
50th Percentile Speed (Mean Speed) 41 mph
85th Percentile Speed 47 mph
10 mph Pace Speed 36 - 45
Percentage of Vehicles in Pace 56.7% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 6
Collision Rate (ACC/MVM) 0.69
Expected Collisions (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 16919 Date Counted
Number of Lanes 4
Type of Traffic Control
Crosswalks? At signalized intersections
Pedestrian Traffic Minimal
Truck Traffic None present
On-Street Parking
Sidewalks? Yes, on both sides of street
Bike Lanes? Yes on north side of street
Driveways? Minimal

ROADWAY FACTORS
Length of Segment 2,465'
Width 80'
Vertical Curve Yes
Horizontal Curve Yes
Visibility Some restriction due to road curvature
Roadway Conditions Good. Raised median.

Lighting Good
Adjacent Land Use Residential, some commercial
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Thousand Oaks Boulevard
West City Limit Reyes Adobe Road
Signalized at Lake Lindero Road and Reyes Adobe Road
85th percentile speed
45 MPH
45 MPH
No
4/8/2025
23 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:20 PM TO 1:48 PM # OF ACC.= 0 SPEED24 Thousand Oaks Blvd between Reyes Adobe Rd and Buffwood Pl.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED24 Thousand Oaks Blvd between Reyes Adobe Rd and Buffwood Pl. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Vitaliy Y.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 40 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 0 51 0 0 0 0 0 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 0 ACCIDENT HISTORY: 0.00
49 0 1 49 X 0 1 1 49 1 LANES PER DIRECTION:
48 1 2 48 XXX 1 2 3 144 4 ACCIDENT RATE: 0
47 8 4 47 XXXXXXXXXXXX 8 4 12 564 16 STREET WIDTH (Ft.):
46 4 5 46 XXXXXXXXX 4 5 9 414 25 EXPECTED RATE: 0
45 10 14 45 XXXXXXXXXXXXXXXXXXXXXXXX 10 14 24 1080 49 DATA COLLECTION METHOD: RADAR 44 9 12 44 XXXXXXXXXXXXXXXXXXXXX 9 12 21 924 70 PROPOSED SPEED LIMIT: 0 43 1 9 43 XXXXXXXXXX 1 9 10 430 80 DEVELOPMENT:
42 10 7 42 XXXXXXXXXXXXXXXXX 10 7 17 714 97 * ADT: 0
41 7 6 41 XXXXXXXXXXXXX 7 6 13 533 110 *
40 6 7 40 XXXXXXXXXXXXX 6 7 13 520 123 *
39 7 5 39 XXXXXXXXXXXX 7 5 12 468 135 P
38 9 8 38 XXXXXXXXXXXXXXXXX 9 8 17 646 152 A EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 15 9 37 XXXXXXXXXXXXXXXXXXXXXXXX 15 9 24 888 176 C
36 0 12 36 XXXXXXXXXXXX 0 12 12 432 188 E
35 14 8 35 XXXXXXXXXXXXXXXXXXXXXX 14 8 22 770 210 * 85TH %: 43.4 44.1 43.8 M.P.H. 34 8 13 34 XXXXXXXXXXXXXXXXXXXXX 8 13 21 714 231 *
33 11 8 33 XXXXXXXXXXXXXXXXXXX 11 8 19 627 250 * 50TH %: 37.5 38.5 38.0 M.P.H. 32 7 9 32 XXXXXXXXXXXXXXXX 7 9 16 512 266
31 6 0 31 XXXXXX 6 0 6 186 272 15TH %: 31.7 32.9 32.2 M.P.H. 30 3 4 30 XXXXXXX 3 4 7 210 279
29 1 2 29 XXX 1 2 3 87 282 10 MPH PACE: 33 - 42 36 - 45 33 - 42 M.P.H. 28 10 5 28 XXXXXXXXXXXXXXX 10 5 15 420 297
27 3 0 27 XXX 3 0 3 81 300 % IN PACE: 58% 59% 56%
26 0 1 26 X 0 1 1 26 301
25 0 0 25 0 0 0 0 301 % OVER PACE: 22% 8% 27%
24 0 0 24 0 0 0 0 301
23 0 0 23 0 0 0 0 301 % UNDER PACE: 20% 33% 17%
22 0 0 22 0 0 0 0 301
21 0 0 21 0 0 0 0 301 ARITHMETIC MEAN: 37.53 38.48 38.00 M.P.H. 20 0 0 20 0 0 0 0 301
19 0 0 19 0 0 0 0 301 SAMPLE VARIANCE: 32.14 29.30 30.84 18 0 0 18 0 0 0 0 301
17 0 0 17 0 0 0 0 301 STANDARD DEVIATION: 5.67 5.41 5.55 M.P.H. 16 0 0 16 0 0 0 0 301
15 0 0 15 0 0 0 0 301 VARIANCE OF THE MEAN: 0.21 0.19 0.10 14 0 0 14 0 0 0 0 301
13 0 0 13 0 0 0 0 301 STD. ERROR OF THE MEAN: 0.46 0.44 0.32 M.P.H. 12 0 0 12 0 0 0 0 301
11 0 0 11 0 0 0 0 301
10 0 0 10 0 0 0 0 301
150 151 301 11439
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/9/2025
Agoura Hills
24 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/9/2025 Posted Speed Limit
Time of Speed Survey 13:20 - 13:48 Speed Justification
50th Percentile Speed (Mean Speed) 38 mph
85th Percentile Speed 44 mph
10 mph Pace Speed 33 - 42
Percentage of Vehicles in Pace 56.5% Recommended Speed Limit Number of Survey Samples 301

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 6
Collision Rate (ACC/MVM) 0.30
Expected Collisions (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 14490 Date Counted
Number of Lanes 4
Type of Traffic Control
Crosswalks? At signalized intersections
Pedestrian Traffic Some present
Truck Traffic None present
On-Street Parking
Sidewalks? Yes, on both sides of street
Bike Lanes? Yes, on both sides of street
Driveways? Minimal

ROADWAY FACTORS
Length of Segment 6,710'
Width 80'
Vertical Curve Yes
Horizontal Curve Yes
Visibility Some restriction due to road curvature
Roadway Conditions Good. Raised median.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Thousand Oaks Boulevard
Reyes Adobe Road Buffwood Place
Signalized at Kanan Road, Forest Cove Lane, Grey Rock Road; 2-way stop at Middle Crest Drive, 1-way stop at Rista Drive, Ironwood Drive, Tenneyson Drive, and Buffwood Place 85th percentile speed rounded down to retain prior speed limit 40 MPH
40 MPH
No
4/8/2025
24 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:00 AM TO 9:57 AM # OF ACC.= 0 SPEED25 Thousand Oaks Blvd between Buffwood Pl and Kanan Rd.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED25 Thousand Oaks Blvd between Buffwood Pl and Kanan Rd. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 35 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 0 51 0 0 0 0 0 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 0 ACCIDENT HISTORY: 0.00
49 0 0 49 0 0 0 0 0 LANES PER DIRECTION:
48 0 0 48 0 0 0 0 0 ACCIDENT RATE: 0
47 0 1 47 X 0 1 1 47 1 STREET WIDTH (Ft.):
46 0 0 46 0 0 0 0 1 EXPECTED RATE: 0
45 0 0 45 0 0 0 0 1 DATA COLLECTION METHOD: RADAR
44 2 1 44 XXX 2 1 3 132 4 PROPOSED SPEED LIMIT: 0
43 1 2 43 XXX 1 2 3 129 7 DEVELOPMENT:
42 4 7 42 XXXXXXXXXXX 4 7 11 462 18 ADT: 0
41 2 3 41 XXXXX 2 3 5 205 23
40 4 6 40 XXXXXXXXXX 4 6 10 400 33
39 3 2 39 XXXXX 3 2 5 195 38
38 6 3 38 XXXXXXXXX 6 3 9 342 47 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 5 4 37 XXXXXXXXX 5 4 9 333 56
36 8 7 36 XXXXXXXXXXXXXXX 8 7 15 540 71 *
35 9 10 35 XXXXXXXXXXXXXXXXXXX 9 10 19 665 90 * 85TH %: 37.1 37.7 37.4 M.P.H. 34 10 12 34 XXXXXXXXXXXXXXXXXXXXXX 10 12 22 748 112 *
33 9 11 33 XXXXXXXXXXXXXXXXXXXX 9 11 20 660 132 P 50TH %: 31.9 32.4 32.1 M.P.H. 32 14 7 32 XXXXXXXXXXXXXXXXXXXXX 14 7 21 672 153 A
31 12 12 31 XXXXXXXXXXXXXXXXXXXXXXXX 12 12 24 744 177 C 15TH %: 26.7 27.1 26.9 M.P.H. 30 10 13 30 XXXXXXXXXXXXXXXXXXXXXXX 10 13 23 690 200 E
29 9 11 29 XXXXXXXXXXXXXXXXXXXX 9 11 20 580 220 * 10 MPH PACE: 27 - 36 27 - 36 27 - 36 M.P.H. 28 10 12 28 XXXXXXXXXXXXXXXXXXXXXX 10 12 22 616 242 *
27 9 13 27 XXXXXXXXXXXXXXXXXXXXXX 9 13 22 594 264 * % IN PACE: 67% 72% 69% 26 8 3 26 XXXXXXXXXXX 8 3 11 286 275
25 7 6 25 XXXXXXXXXXXXX 7 6 13 325 288 % OVER PACE: 18% 19% 19% 24 6 0 24 XXXXXX 6 0 6 144 294
23 1 3 23 XXXX 1 3 4 92 298 % UNDER PACE: 15% 9% 12%
22 0 1 22 X 0 1 1 22 299
21 1 0 21 X 1 0 1 21 300 ARITHMETIC MEAN: 31.91 32.39 32.15 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 24.88 26.23 25.52 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 4.99 5.12 5.05 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.17 0.17 0.09 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.41 0.42 0.29 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 9644
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/10/2025
Agoura Hills
25 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/10/2025 Posted Speed Limit
Time of Speed Survey 09:00 - 09:57 Speed Justification
50th Percentile Speed (Mean Speed) 32 mph
85th Percentile Speed 37 mph
10 mph Pace Speed 27 - 36
Percentage of Vehicles in Pace 69.3% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 4
Collision Rate (ACC/MVM) 1.75
Expected Collisions (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 12603 Date Counted
Number of Lanes 4
Type of Traffic Control
Crosswalks? At Kanan Road
Pedestrian Traffic Minimal
Truck Traffic None present
On-Street Parking
Sidewalks? Yes, on both sides of street
Bike Lanes? Yes on both sides of street
Driveways? Moderate on both sides of street

ROADWAY FACTORS
Length of Segment 875'
Width 80'
Vertical Curve No
Horizontal Curve No
Visibility Good
Roadway Conditions Good. Raised median near Buffwood
Lighting Yes
Adjacent Land Use Residential, Commercial, Shopping center Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number
35 MPH

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Thousand Oaks Boulevard
Buffwood Place Kanan Road
1-way stop at Buffwood Place; Signalized at Kanan Road
85th percentile speed
35 MPH
No
4/8/2025
25 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 2:06 PM TO 2:37 PM # OF ACC.= 0 SPEED26 Thousand Oaks Blvd between Kanan Rd and Carell Ave.

SPEED TOTAL TOTAL running
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES SPEED total LIMITS (BTN): SPEED26 Thousand Oaks Blvd between Kanan Rd and Carell Ave. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 35 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 0 51 0 0 0 0 0 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 0 ACCIDENT HISTORY: 0.00
49 2 0 49 XX 2 0 2 98 2 LANES PER DIRECTION:
48 1 0 48 X 1 0 1 48 3 ACCIDENT RATE: 0
47 2 0 47 XX 2 0 2 94 5 STREET WIDTH (Ft.):
46 4 3 46 XXXXXXX 4 3 7 322 12 EXPECTED RATE: 0
45 1 4 45 XXXXX 1 4 5 225 17 DATA COLLECTION METHOD: RADAR 44 0 2 44 XX 0 2 2 88 19 PROPOSED SPEED LIMIT: 0
43 3 0 43 XXX 3 0 3 129 22 DEVELOPMENT:
42 2 2 42 XXXX 2 2 4 168 26 ADT: 0
41 0 2 41 XX 0 2 2 82 28
40 3 1 40 XXXX 3 1 4 160 32
39 1 2 39 XXX 1 2 3 117 35
38 8 7 38 XXXXXXXXXXXXXXX 8 7 15 570 50 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 37 6 6 37 XXXXXXXXXXXX 6 6 12 444 62
36 7 9 36 XXXXXXXXXXXXXXXX 7 9 16 576 78 *
35 8 10 35 XXXXXXXXXXXXXXXXXX 8 10 18 630 96 * 85TH %: 38.9 37.9 38.4 M.P.H. 34 9 11 34 XXXXXXXXXXXXXXXXXXXX 9 11 20 680 116 *
33 14 9 33 XXXXXXXXXXXXXXXXXXXXXXX 14 9 23 759 139 P 50TH %: 32.9 32.4 32.7 M.P.H. 32 13 9 32 XXXXXXXXXXXXXXXXXXXXXX 13 9 22 704 161 A
31 10 12 31 XXXXXXXXXXXXXXXXXXXXXX 10 12 22 682 183 C 15TH %: 27.0 27.0 27.0 M.P.H. 30 11 8 30 XXXXXXXXXXXXXXXXXXX 11 8 19 570 202 E
29 9 14 29 XXXXXXXXXXXXXXXXXXXXXXX 9 14 23 667 225 * 10 MPH PACE: 27 - 36 27 - 36 27 - 36 M.P.H. 28 12 13 28 XXXXXXXXXXXXXXXXXXXXXXXXX 12 13 25 700 250 * 27 8 9 27 XXXXXXXXXXXXXXXXX 8 9 17 459 267 * % IN PACE: 67% 69% 68% 26 6 7 26 XXXXXXXXXXXXX 6 7 13 338 280
25 7 6 25 XXXXXXXXXXXXX 7 6 13 325 293 % OVER PACE: 22% 19% 21% 24 1 4 24 XXXXX 1 4 5 120 298
23 2 0 23 XX 2 0 2 46 300 % UNDER PACE: 11% 11% 11%
22 0 0 22 0 0 0 0 300
21 0 0 21 0 0 0 0 300 ARITHMETIC MEAN: 32.91 32.43 32.67 M.P.H. 20 0 0 20 0 0 0 0 300
19 0 0 19 0 0 0 0 300 SAMPLE VARIANCE: 32.89 27.80 30.30 18 0 0 18 0 0 0 0 300
17 0 0 17 0 0 0 0 300 STANDARD DEVIATION: 5.73 5.27 5.50 M.P.H. 16 0 0 16 0 0 0 0 300
15 0 0 15 0 0 0 0 300 VARIANCE OF THE MEAN: 0.22 0.19 0.10 14 0 0 14 0 0 0 0 300
13 0 0 13 0 0 0 0 300 STD. ERROR OF THE MEAN: 0.47 0.43 0.32 M.P.H. 12 0 0 12 0 0 0 0 300
11 0 0 11 0 0 0 0 300
10 0 0 10 0 0 0 0 300
150 150 300 9801
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/10/2025
Agoura Hills
26 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/10/2025 Posted Speed Limit
Time of Speed Survey 14:06 - 14:37 Speed Justification
50th Percentile Speed (Mean Speed) 33 mph
85th Percentile Speed 38 mph
10 mph Pace Speed 27 - 36
Percentage of Vehicles in Pace 68.3% Recommended Speed Limit Number of Survey Samples 300

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 2
Collision Rate (ACC/MVM) 0.69
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 8756 Date Counted
Number of Lanes 3
Type of Traffic Control
Crosswalks? Continental at Kanan Road and Argos Street
Pedestrian Traffic Moderate
Truck Traffic None present
On-Street Parking
Sidewalks? On north and south sides of street
Bike Lanes? No
Driveways?

ROADWAY FACTORS
Length of Segment 1,596'
Width 62'
Vertical Curve Slight vertical road curvature
Horizontal Curve Slight horizontal road curvature
Visibility Good
Roadway Conditions Good. Raised median.

Lighting Yes
Adjacent Land Use Residential, school
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Thousand Oaks Boulevard
Kanan Road Carell Avenue
Signalized at Kanan Road, signalized stop at Argos Street, 2-way stop at Carell On-street parking available from Kanan Road to Carell Avenue on north side of street; off-street parallel parking from Argos Street to Carell Street on south side (at school) 85th percentile speed rounded down to retain prior speed limit 35 MPH
35 MPH
4/8/2025
26 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:05 PM TO 2:05 PM # OF ACC.= 0 SPEED27 Cornell Rd between Cornell Wy and Agoura Rd- Radar.

SPEED TOTAL TOTAL running
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES SPEED total LIMITS (BTN): SPEED27 Cornell Rd between Cornell Wy and Agoura Rd- Radar. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER: Javier C.
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 35 MPH
55 0 0 55 0 0 0 0 0 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 0 COMMENTS:
53 0 0 53 0 0 0 0 0 ROAD CONDITION: GOOD
52 0 0 52 0 0 0 0 0
51 0 0 51 0 0 0 0 0 ROAD SEGMENT LENGTH:
50 0 0 50 0 0 0 0 0 ACCIDENT HISTORY: 0.00
49 0 0 49 0 0 0 0 0 LANES PER DIRECTION:
48 0 0 48 0 0 0 0 0 ACCIDENT RATE: 0
47 0 0 47 0 0 0 0 0 STREET WIDTH (Ft.):
46 0 0 46 0 0 0 0 0 EXPECTED RATE: 0
45 0 0 45 0 0 0 0 0 DATA COLLECTION METHOD: RADAR
44 0 0 44 0 0 0 0 0 PROPOSED SPEED LIMIT: 0
43 0 1 43 X 0 1 1 43 1 DEVELOPMENT:
42 1 4 42 XXXXX 1 4 5 210 6 ADT: 0
41 0 4 41 XXXX 0 4 4 164 10
40 3 2 40 XXXXX 3 2 5 200 15 *
39 0 7 39 XXXXXXX 0 7 7 273 22 *
38 6 5 38 XXXXXXXXXXX 6 5 11 418 33 * NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 37 5 2 37 XXXXXXX 5 2 7 259 40 P
36 3 5 36 XXXXXXXX 3 5 8 288 48 A
35 13 6 35 XXXXXXXXXXXXXXXXXXX 13 6 19 665 67 C 85TH %: 37.4 39.0 38.3 M.P.H. 34 9 9 34 XXXXXXXXXXXXXXXXXX 9 9 18 612 85 E
33 5 9 33 XXXXXXXXXXXXXX 5 9 14 462 99 * 50TH %: 33.6 34.3 34.0 M.P.H. 32 7 6 32 XXXXXXXXXXXXX 7 6 13 416 112 *
31 7 8 31 XXXXXXXXXXXXXXX 7 8 15 465 127 * 15TH %: 29.9 29.6 29.7 M.P.H. 30 2 0 30 XX 2 0 2 60 129
29 1 5 29 XXXXXX 1 5 6 174 135 10 MPH PACE: 31 - 40 31 - 40 31 - 40 M.P.H. 28 5 3 28 XXXXXXXX 5 3 8 224 143
27 0 2 27 XX 0 2 2 54 145 % IN PACE: 83% 73% 77%
26 1 0 26 X 1 0 1 26 146
25 1 0 25 X 1 0 1 25 147 % OVER PACE: 1% 11% 7%
24 1 1 24 XX 1 1 2 48 149
23 0 2 23 XX 0 2 2 46 151 % UNDER PACE: 16% 16% 16%
22 0 0 22 0 0 0 0 151
21 0 0 21 0 0 0 0 151 ARITHMETIC MEAN: 33.63 34.30 33.99 M.P.H. 20 0 0 20 0 0 0 0 151
19 0 0 19 0 0 0 0 151 SAMPLE VARIANCE: 13.14 20.94 17.32 18 0 0 18 0 0 0 0 151
17 0 0 17 0 0 0 0 151 STANDARD DEVIATION: 3.62 4.58 4.16 M.P.H. 16 0 0 16 0 0 0 0 151
15 0 0 15 0 0 0 0 151 VARIANCE OF THE MEAN: 0.19 0.26 0.11 14 0 0 14 0 0 0 0 151
13 0 0 13 0 0 0 0 151 STD. ERROR OF THE MEAN: 0.43 0.51 0.34 M.P.H. 12 0 0 12 0 0 0 0 151
11 0 0 11 0 0 0 0 151
10 0 0 10 0 0 0 0 151
70 81 151 5132
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/16/2025
Agoura Hills
27 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/16/2025 Posted Speed Limit
Time of Speed Survey 12:05 - 14:05 Speed Justification
50th Percentile Speed (Mean Speed) 34 mph
85th Percentile Speed 38 mph
10 mph Pace Speed 31 - 40
Percentage of Vehicles in Pace 77.5% Recommended Speed Limit Number of Survey Samples 151

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 2
Collision Rate (ACC/MVM) 4.53
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 1106 Date Counted
Number of Lanes 3
Type of Traffic Control
Crosswalks? None present
Pedestrian Traffic No
Truck Traffic Minimal
On-Street Parking
Sidewalks? No
Bike Lanes? No
Driveways? No

ROADWAY FACTORS
Length of Segment 1,923'
Width 24'
Vertical Curve Moderate
Horizontal Curve Yes
Visibility Restricted due to curvature
Roadway Conditions Fine, rough in some areas
Lighting No
Adjacent Land Use Vacant/ Open Space
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number
None

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Cornell Rd
Cornell Wy Agoura Rd
85th percentile speed rounded down due to curvature, low visibility, narrow road width, and narrow shoulder.
35 MPH
4/17/2025
One way stop control at Cornell Way and Cornell Road
No
27 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 2:40 PM TO 3:27 PM # OF ACC.= 0 SPEED28 Reyes Adobe Rd between Lake Lindero Dr and North City LImit.

SPEED TOTAL TOTAL running
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES SPEED total LIMITS (BTN): SPEED29 Reyes Adobe Rd between Lake Lindero Dr and North City LImit. 60 0 0 60 0 0 0 0 0
59 0 0 59 0 0 0 0 0 OBSERVER:
58 0 0 58 0 0 0 0 0
57 0 0 57 0 0 0 0 0 WEATHER: SUNNY
56 0 0 56 0 0 0 0 0 POSTED SPEED LIMIT: 40 MPH
55 0 3 55 XXX 0 3 3 165 3 ROAD SURFACE: DRY
54 0 0 54 0 0 0 0 3 COMMENTS:
53 3 0 53 XXX 3 0 3 159 6 ROAD CONDITION: GOOD
52 1 0 52 X 1 0 1 52 7
51 4 1 51 XXXXX 4 1 5 255 12 ROAD SEGMENT LENGTH:
50 2 0 50 XX 2 0 2 100 14 ACCIDENT HISTORY: 0.00
49 2 2 49 XXXX 2 2 4 196 18 LANES PER DIRECTION:
48 1 12 48 XXXXXXXXXXXXX 1 12 13 624 31 ACCIDENT RATE: 0 47 3 0 47 XXX 3 0 3 141 34 STREET WIDTH (Ft.):
46 4 0 46 XXXX 4 0 4 184 38 EXPECTED RATE: 0
45 0 0 45 0 0 0 0 38 DATA COLLECTION METHOD: RADAR
44 0 5 44 XXXXX 0 5 5 220 43 PROPOSED SPEED LIMIT: 0
43 6 0 43 XXXXXX 6 0 6 258 49 DEVELOPMENT:
42 5 3 42 XXXXXXXX 5 3 8 336 57 ADT: 0
41 0 6 41 XXXXXX 0 6 6 246 63
40 10 11 40 XXXXXXXXXXXXXXXXXXXXX 10 11 21 840 84 *
39 11 12 39 XXXXXXXXXXXXXXXXXXXXXXX 11 12 23 897 107 *
38 14 9 38 XXXXXXXXXXXXXXXXXXXXXXX 14 9 23 874 130 * NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 37 15 0 37 XXXXXXXXXXXXXXX 15 0 15 555 145 P
36 7 7 36 XXXXXXXXXXXXXX 7 7 14 504 159 A
35 20 17 35 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 20 17 37 1295 196 C 85TH %: 43.7 43.3 43.5 M.P.H. 34 9 15 34 XXXXXXXXXXXXXXXXXXXXXXXX 9 15 24 816 220 E
33 10 8 33 XXXXXXXXXXXXXXXXXX 10 8 18 594 238 * 50TH %: 37.8 36.8 37.3 M.P.H. 32 9 14 32 XXXXXXXXXXXXXXXXXXXXXXX 9 14 23 736 261 *
31 8 4 31 XXXXXXXXXXXX 8 4 12 372 273 * 15TH %: 31.9 30.3 31.1 M.P.H. 30 0 5 30 XXXXX 0 5 5 150 278
29 5 7 29 XXXXXXXXXXXX 5 7 12 348 290 10 MPH PACE: 31 - 40 32 - 41 31 - 40 M.P.H. 28 0 6 28 XXXXXX 0 6 6 168 296
27 1 3 27 XXXX 1 3 4 108 300 % IN PACE: 75% 66% 70%
26 0 1 26 X 0 1 1 26 301
25 0 0 25 0 0 0 0 301 % OVER PACE: 21% 17% 21%
24 0 0 24 0 0 0 0 301
23 0 0 23 0 0 0 0 301 % UNDER PACE: 4% 17% 9%
22 0 0 22 0 0 0 0 301
21 0 0 21 0 0 0 0 301 ARITHMETIC MEAN: 37.77 36.77 37.27 M.P.H. 20 0 0 20 0 0 0 0 301
19 0 0 19 0 0 0 0 301 SAMPLE VARIANCE: 32.27 39.36 35.96 18 0 0 18 0 0 0 0 301
17 0 0 17 0 0 0 0 301 STANDARD DEVIATION: 5.68 6.27 6.00 M.P.H. 16 0 0 16 0 0 0 0 301
15 0 0 15 0 0 0 0 301 VARIANCE OF THE MEAN: 0.22 0.26 0.12 14 0 0 14 0 0 0 0 301
13 0 0 13 0 0 0 0 301 STD. ERROR OF THE MEAN: 0.46 0.51 0.35 M.P.H. 12 0 0 12 0 0 0 0 301
11 0 0 11 0 0 0 0 301
10 0 0 10 0 0 0 0 301
150 151 301 11219
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:
4/10/2025
Agoura Hills
28 STREET CERTIFICATION DATE:

FROM TO

SPEED FACTORS
Date of Speed Survey 4/10/2025 Posted Speed Limit
Time of Speed Survey 14:48 - 16:20 Speed Justification
50th Percentile Speed (Mean Speed) 37 mph
85th Percentile Speed 43 mph
10 mph Pace Speed 22 - 31
Percentage of Vehicles in Pace 80.4% Recommended Speed Limit Number of Survey Samples 56

COLLISION HISTORY
Number of Years Studied 3
Total Collisions 1
Collision Rate (ACC/MVM) 4.34
Expected Collisions (ACC/MVM) 1.03

TRAFFIC FACTORS
Average Daily Traffic 1482 Date Counted
Number of Lanes 3
Type of Traffic Control
Crosswalks? Yes at Lake Lindero Drive
Pedestrian Traffic Minimal
Truck Traffic None
On-Street Parking
Sidewalks? Both
Bike Lanes? None
Driveways? None

ROADWAY FACTORS
Length of Segment 750'
Width 63'
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Yes
Adjacent Land Use Residential, school
Field Study By Checked By Srikanth Chakravarthy
CERTIFICATION: I Sri Chakravarthy do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 2531
Sri Chakravarthy Date State Registration Number
40 MPH

CITY OF AGOURA HILLS

ENGINEERING AND TRAFFIC SURVEY
Reyes Adobe Road
Lake Lindero Drive North City Limit
85th percentile rounded down and downgraded to nearby school, horizontal and vertical curvature, sidewalks, and crosswalks. 35 MPH
4/8/2025
Four way stop at Lindero
None
28 Field Study By Ramsay Goyal Checked By Matthew Stewart CERTIFICATION: I, Matthew Stewart, do hereby certify that this Engineering and Traffic Survey within the City of Agoura Hills was performed under my supervision and is accurate and complete.

I certify that City staff is experienced in performing surveys of this type. I am duly registered in the State of California as a Professional Engineer (Traffic).

TE 3063
Matthew Stewart Date State Registration Number
7/16/2025

City of Agoura Hills Page 25
Engineering and Traffic Survey for Speed Limits – Draft Report September 2025

APPENDIX D
Average Daily Traffic Count Worksheets
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 5 7 12:00 67 90
0:15 1 3 12:15 76 88
0:30 2 1 12:30 84 90
0:45 1 9 0 11 20 12:45 79 306 94 362 668
1:00 2 1 13:00 61 75
1:15 1 3 13:15 62 79
1:30 4 0 13:30 65 83
1:45 4 11 0 4 15 13:45 85 273 74 311 584
2:00 0 2 14:00 73 70
2:15 0 0 14:15 73 86
2:30 0 0 14:30 75 58
2:45 1 1 1 3 4 14:45 85 306 94 308 614
3:00 0 1 15:00 78 90
3:15 1 1 15:15 66 85
3:30 2 1 15:30 63 66
3:45 1 4 0 3 7 15:45 71 278 100 341 619
4:00 4 1 16:00 78 96
4:15 1 2 16:15 69 89
4:30 1 3 16:30 73 100
4:45 4 10 8 14 24 16:45 75 295 78 363 658
5:00 2 5 17:00 71 108
5:15 2 10 17:15 67 89
5:30 4 11 17:30 91 71
5:45 11 19 34 60 79 17:45 76 305 79 347 652
6:00 15 11 18:00 53 54
6:15 15 32 18:15 67 63
6:30 22 26 18:30 54 62
6:45 21 73 31 100 173 18:45 40 214 64 243 457
7:00 40 29 19:00 43 49
7:15 39 50 19:15 41 52
7:30 38 62 19:30 38 46
7:45 59 176 83 224 400 19:45 29 151 39 186 337
8:00 55 85 20:00 46 40
8:15 46 98 20:15 44 30
8:30 55 85 20:30 26 20
8:45 50 206 92 360 566 20:45 13 129 18 108 237
9:00 51 91 21:00 22 22
9:15 66 71 21:15 17 20
9:30 42 79 21:30 14 9
9:45 54 213 81 322 535 21:45 16 69 21 72 141
10:00 64 63 22:00 6 10
10:15 50 65 22:15 6 9
10:30 61 77 22:30 13 10
10:45 68 243 79 284 527 22:45 9 34 12 41 75
11:00 49 76 23:00 3 4
11:15 48 64 23:15 3 6
11:30 69 78 23:30 2 6
11:45 54 220 79 297 517 23:45 2 10 2 18 28
Total Vol. 1185 1682 2867 2370 2700 5070
EB WB Combined
3555 4382 7937
Split % 41.3% 58.7% 36.1% 46.7% 53.3% 63.9%
Peak Hour 11:45 8:15 11:45 14:15 15:45 15:45
Volume 281 366 628 311 385 676
P.H.F. 0.84 0.93 0.90 0.94 0.96 0.97
Tuesday, April 08, 2025 SC5118
ADT1 Agoura Rd between West City Limits and Reyes Adobe Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 4 3 12:00 79 153
0:15 2 4 12:15 88 131
0:30 1 4 12:30 91 144
0:45 1 8 3 14 22 12:45 105 363 132 560 923
1:00 2 2 13:00 77 156
1:15 0 4 13:15 79 141
1:30 0 2 13:30 68 151
1:45 2 4 2 10 14 13:45 83 307 171 619 926
2:00 0 3 14:00 83 160
2:15 0 1 14:15 74 159
2:30 0 0 14:30 67 159
2:45 0 0 0 4 4 14:45 82 306 174 652 958
3:00 0 1 15:00 93 219
3:15 1 4 15:15 76 178
3:30 0 0 15:30 65 163
3:45 2 3 1 6 9 15:45 81 315 182 742 1057
4:00 3 1 16:00 79 169
4:15 1 1 16:15 81 170
4:30 3 7 16:30 65 154
4:45 14 21 7 16 37 16:45 89 314 169 662 976
5:00 19 9 17:00 69 163
5:15 6 7 17:15 83 188
5:30 18 23 17:30 90 165
5:45 15 58 19 58 116 17:45 93 335 156 672 1007
6:00 26 23 18:00 60 159
6:15 29 26 18:15 75 168
6:30 47 40 18:30 42 140
6:45 54 156 41 130 286 18:45 63 240 131 598 838
7:00 87 51 19:00 64 117
7:15 83 71 19:15 40 100
7:30 92 101 19:30 46 88
7:45 108 370 172 395 765 19:45 37 187 91 396 583
8:00 101 167 20:00 46 87
8:15 80 195 20:15 30 68
8:30 99 207 20:30 35 63
8:45 89 369 146 715 1084 20:45 18 129 44 262 391
9:00 104 106 21:00 16 36
9:15 90 117 21:15 17 26
9:30 71 116 21:30 20 22
9:45 83 348 114 453 801 21:45 12 65 21 105 170
10:00 75 109 22:00 14 16
10:15 75 110 22:15 7 22
10:30 66 115 22:30 8 11
10:45 75 291 143 477 768 22:45 3 32 11 60 92
11:00 65 100 23:00 4 6
11:15 53 133 23:15 2 6
11:30 79 143 23:30 0 10
11:45 79 276 158 534 810 23:45 1 7 5 27 34
Total Vol. 1904 2812 4716 2600 5355 7955
EB WB Combined
4504 8167 12671
Split % 40.4% 59.6% 37.2% 32.7% 67.3% 62.8%
Peak Hour 7:45 7:45 7:45 12:00 15:00 15:00
Volume 388 741 1129 363 742 1057
P.H.F. 0.90 0.89 0.92 0.96 0.85 0.85
Tuesday, April 08, 2025 SC5118
ADT2 Agoura Rd between Reyes Adobe Rd and Ladyface Ct. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
w CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 6 2 12:00 91 104
0:15 4 6 12:15 86 118
0:30 1 1 12:30 89 110
0:45 2 13 1 10 23 12:45 83 349 124 456 805
1:00 2 0 13:00 73 86
1:15 0 3 13:15 81 101
1:30 0 0 13:30 70 105
1:45 2 4 0 3 7 13:45 66 290 112 404 694
2:00 0 0 14:00 88 95
2:15 0 1 14:15 78 112
2:30 0 0 14:30 67 105
2:45 0 0 0 1 1 14:45 78 311 117 429 740
3:00 0 2 15:00 92 84
3:15 0 0 15:15 82 83
3:30 0 1 15:30 79 80
3:45 1 1 0 3 4 15:45 74 327 121 368 695
4:00 3 0 16:00 95 99
4:15 1 0 16:15 78 88
4:30 1 4 16:30 80 95
4:45 7 12 6 10 22 16:45 97 350 91 373 723
5:00 17 3 17:00 91 108
5:15 5 6 17:15 93 92
5:30 14 16 17:30 89 86
5:45 15 51 23 48 99 17:45 78 351 89 375 726
6:00 16 15 18:00 73 66
6:15 18 43 18:15 88 67
6:30 36 35 18:30 43 79
6:45 27 97 46 139 236 18:45 60 264 81 293 557
7:00 52 44 19:00 79 71
7:15 38 57 19:15 47 54
7:30 45 62 19:30 45 65
7:45 59 194 81 244 438 19:45 40 211 58 248 459
8:00 62 103 20:00 51 57
8:15 51 100 20:15 31 37
8:30 65 72 20:30 36 34
8:45 59 237 96 371 608 20:45 27 145 24 152 297
9:00 69 86 21:00 16 31
9:15 75 76 21:15 19 28
9:30 59 76 21:30 19 16
9:45 71 274 93 331 605 21:45 13 67 21 96 163
10:00 58 66 22:00 13 9
10:15 59 96 22:15 7 15
10:30 55 86 22:30 9 10
10:45 64 236 90 338 574 22:45 4 33 14 48 81
11:00 61 102 23:00 5 9
11:15 61 77 23:15 4 5
11:30 94 81 23:30 0 8
11:45 84 300 105 365 665 23:45 1 10 1 23 33
Total Vol. 1419 1863 3282 2708 3265 5973
EB WB Combined
4127 5128 9255
Split % 43.2% 56.8% 35.5% 45.3% 54.7% 64.5%
Peak Hour 11:30 11:45 11:45 16:45 12:00 12:00
Volume 355 437 787 370 456 805
P.H.F. 0.94 0.93 0.96 0.96 0.92 0.97
Tuesday, April 08, 2025 SC5118
ADT3 Agoura Rd between Ladyface Ct and Kanan Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 1 3 12:00 59 56
0:15 2 0 12:15 56 50
0:30 0 0 12:30 54 55
0:45 1 4 0 3 7 12:45 63 232 69 230 462
1:00 1 1 13:00 53 66
1:15 0 0 13:15 57 60
1:30 0 0 13:30 49 64
1:45 1 2 1 2 4 13:45 47 206 67 257 463
2:00 1 2 14:00 62 60
2:15 1 1 14:15 58 61
2:30 0 0 14:30 52 50
2:45 0 2 0 3 5 14:45 58 230 58 229 459
3:00 0 1 15:00 65 53
3:15 0 0 15:15 48 63
3:30 0 0 15:30 53 68
3:45 2 2 0 1 3 15:45 51 217 76 260 477
4:00 1 0 16:00 74 61
4:15 0 1 16:15 63 50
4:30 0 2 16:30 52 73
4:45 2 3 4 7 10 16:45 68 257 75 259 516
5:00 4 2 17:00 71 81
5:15 0 3 17:15 45 68
5:30 3 11 17:30 53 54
5:45 6 13 4 20 33 17:45 60 229 58 261 490
6:00 7 8 18:00 56 64
6:15 17 16 18:15 60 53
6:30 14 18 18:30 45 48
6:45 21 59 21 63 122 18:45 37 198 35 200 398
7:00 22 19 19:00 24 42
7:15 28 15 19:15 32 41
7:30 35 30 19:30 26 36
7:45 35 120 27 91 211 19:45 22 104 25 144 248
8:00 31 37 20:00 36 24
8:15 39 62 20:15 16 24
8:30 55 48 20:30 14 16
8:45 47 172 49 196 368 20:45 12 78 18 82 160
9:00 38 49 21:00 13 14
9:15 26 55 21:15 13 16
9:30 35 40 21:30 8 7
9:45 43 142 53 197 339 21:45 5 39 11 48 87
10:00 56 45 22:00 3 9
10:15 55 44 22:15 5 12
10:30 42 45 22:30 2 2
10:45 51 204 60 194 398 22:45 4 14 6 29 43
11:00 44 50 23:00 5 5
11:15 35 56 23:15 1 2
11:30 53 59 23:30 1 3
11:45 47 179 71 236 415 23:45 1 8 1 11 19
Total Vol. 902 1013 1915 1812 2010 3822
EB WB Combined
2714 3023 5737
Split % 47.1% 52.9% 33.4% 47.4% 52.6% 66.6%
Peak Hour 11:45 11:15 11:30 16:00 16:30 16:15
Volume 216 242 451 257 297 533
P.H.F. 0.92 0.85 0.96 0.81 0.92 0.88
Tuesday, April 08, 2025 SC5118
ADT4 Agoura Rd between Kanan Rd and Cornell Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 1 2 12:00 31 51
0:15 1 0 12:15 40 62
0:30 2 0 12:30 52 66
0:45 1 5 2 4 9 12:45 48 171 74 253 424
1:00 1 2 13:00 43 54
1:15 0 0 13:15 42 51
1:30 0 0 13:30 41 66
1:45 1 2 2 4 6 13:45 38 164 60 231 395
2:00 2 1 14:00 45 52
2:15 1 1 14:15 59 41
2:30 0 2 14:30 63 65
2:45 0 3 0 4 7 14:45 55 222 50 208 430
3:00 0 1 15:00 78 50
3:15 0 0 15:15 62 59
3:30 0 0 15:30 69 73
3:45 1 1 2 3 4 15:45 86 295 69 251 546
4:00 1 0 16:00 97 53
4:15 0 1 16:15 79 49
4:30 0 4 16:30 75 81
4:45 2 3 4 9 12 16:45 73 324 73 256 580
5:00 2 3 17:00 74 69
5:15 0 8 17:15 50 73
5:30 2 8 17:30 50 51
5:45 7 11 5 24 35 17:45 64 238 53 246 484
6:00 6 13 18:00 52 52
6:15 8 18 18:15 61 45
6:30 5 24 18:30 42 41
6:45 9 28 27 82 110 18:45 34 189 32 170 359
7:00 16 28 19:00 25 30
7:15 17 23 19:15 37 38
7:30 20 45 19:30 29 37
7:45 25 78 46 142 220 19:45 28 119 29 134 253
8:00 31 45 20:00 28 15
8:15 31 68 20:15 19 17
8:30 41 60 20:30 15 12
8:45 43 146 64 237 383 20:45 20 82 16 60 142
9:00 37 57 21:00 17 9
9:15 29 57 21:15 19 8
9:30 30 53 21:30 8 5
9:45 43 139 48 215 354 21:45 8 52 7 29 81
10:00 40 55 22:00 9 6
10:15 36 48 22:15 5 8
10:30 33 45 22:30 1 3
10:45 47 156 56 204 360 22:45 2 17 5 22 39
11:00 38 36 23:00 2 1
11:15 30 57 23:15 2 0
11:30 39 63 23:30 1 4
11:45 35 142 63 219 361 23:45 1 6 2 7 13
Total Vol. 714 1147 1861 1879 1867 3746
EB WB Combined
2593 3014 5607
Split % 38.4% 61.6% 33.2% 50.2% 49.8% 66.8%
Peak Hour 11:45 8:15 8:15 15:45 16:30 15:45
Volume 158 249 401 337 296 589
P.H.F. 0.76 0.92 0.94 0.88 0.91 0.94
Tuesday, April 08, 2025 SC5118
ADT5 Agoura Rd between Cornell Rd and Chesebro Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 1 2 12:00 30 75
0:15 1 1 12:15 77 75
0:30 2 2 12:30 62 72
0:45 2 6 0 5 11 12:45 51 220 70 292 512
1:00 3 1 13:00 46 68
1:15 0 1 13:15 60 65
1:30 0 0 13:30 38 78
1:45 1 4 2 4 8 13:45 58 202 94 305 507
2:00 2 1 14:00 54 70
2:15 1 1 14:15 51 48
2:30 0 1 14:30 74 105
2:45 0 3 1 4 7 14:45 67 246 87 310 556
3:00 1 1 15:00 73 75
3:15 0 2 15:15 64 124
3:30 0 0 15:30 82 132
3:45 1 2 2 5 7 15:45 91 310 87 418 728
4:00 3 1 16:00 97 92
4:15 1 2 16:15 106 85
4:30 1 5 16:30 164 113
4:45 1 6 6 14 20 16:45 104 471 116 406 877
5:00 2 1 17:00 119 130
5:15 1 13 17:15 129 121
5:30 4 7 17:30 115 98
5:45 7 14 10 31 45 17:45 99 462 103 452 914
6:00 10 14 18:00 70 76
6:15 10 10 18:15 88 74
6:30 7 28 18:30 50 66
6:45 11 38 25 77 115 18:45 52 260 47 263 523
7:00 17 26 19:00 32 41
7:15 17 32 19:15 43 58
7:30 27 60 19:30 39 55
7:45 44 105 98 216 321 19:45 25 139 48 202 341
8:00 39 138 20:00 31 26
8:15 50 109 20:15 20 18
8:30 49 72 20:30 26 23
8:45 50 188 93 412 600 20:45 21 98 24 91 189
9:00 40 70 21:00 17 15
9:15 32 83 21:15 16 12
9:30 29 78 21:30 6 11
9:45 38 139 73 304 443 21:45 8 47 9 47 94
10:00 42 64 22:00 5 18
10:15 28 62 22:15 4 7
10:30 41 64 22:30 1 6
10:45 44 155 57 247 402 22:45 2 12 13 44 56
11:00 36 62 23:00 3 6
11:15 53 58 23:15 0 2
11:30 44 69 23:30 0 6
11:45 43 176 66 255 431 23:45 1 4 1 15 19
Total Vol. 836 1574 2410 2471 2845 5316
EB WB Combined
3307 4419 7726
Split % 34.7% 65.3% 31.2% 46.5% 53.5% 68.8%
Peak Hour 11:45 7:45 8:00 16:30 16:30 16:30
Volume 212 417 600 516 480 996
P.H.F. 0.69 0.76 0.85 0.77 0.92 0.90
Tuesday, April 08, 2025 SC5118
ADT6 Agoura Rd between Chesebro Rd and LIberty Canyon Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 2 0 12:00 28 29
0:15 0 1 12:15 28 24
0:30 1 2 12:30 39 24
0:45 0 3 0 3 6 12:45 27 122 17 94 216
1:00 0 1 13:00 34 21
1:15 0 0 13:15 37 26
1:30 0 0 13:30 21 15
1:45 1 1 0 1 2 13:45 23 115 22 84 199
2:00 2 1 14:00 28 19
2:15 0 0 14:15 33 28
2:30 1 0 14:30 23 26
2:45 0 3 0 1 4 14:45 26 110 30 103 213
3:00 0 1 15:00 31 25
3:15 0 0 15:15 39 15
3:30 2 0 15:30 29 20
3:45 1 3 0 1 4 15:45 32 131 27 87 218
4:00 1 0 16:00 37 27
4:15 3 0 16:15 25 16
4:30 3 0 16:30 28 22
4:45 3 10 1 1 11 16:45 24 114 26 91 205
5:00 5 0 17:00 33 23
5:15 6 3 17:15 20 18
5:30 11 1 17:30 33 34
5:45 9 31 2 6 37 17:45 37 123 17 92 215
6:00 12 1 18:00 26 33
6:15 6 1 18:15 12 15
6:30 12 1 18:30 17 26
6:45 18 48 3 6 54 18:45 15 70 16 90 160
7:00 19 6 19:00 11 13
7:15 19 5 19:15 16 14
7:30 31 9 19:30 12 10
7:45 38 107 12 32 139 19:45 9 48 9 46 94
8:00 27 19 20:00 9 15
8:15 28 21 20:15 10 10
8:30 37 19 20:30 10 8
8:45 27 119 26 85 204 20:45 5 34 13 46 80
9:00 23 21 21:00 8 8
9:15 15 21 21:15 11 9
9:30 30 27 21:30 3 13
9:45 34 102 21 90 192 21:45 1 23 5 35 58
10:00 19 21 22:00 1 8
10:15 23 22 22:15 2 5
10:30 20 19 22:30 8 3
10:45 23 85 23 85 170 22:45 2 13 5 21 34
11:00 17 19 23:00 2 5
11:15 21 19 23:15 2 1
11:30 34 12 23:30 3 1
11:45 26 98 19 69 167 23:45 0 7 2 9 16
Total Vol. 610 380 990 910 798 1708
EB WB Combined
1520 1178 2698
Split % 61.6% 38.4% 36.7% 53.3% 46.7% 63.3%
Peak Hour 7:45 11:45 11:45 12:30 14:15 15:15
Volume 130 96 217 137 109 226
P.H.F. 0.86 0.83 0.86 0.86 0.91 0.88
Tuesday, April 08, 2025 SC5118
ADT7 Canwood St between West City Limits and Reyes Adobe Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 0 0 12:00 22 21
0:15 0 0 12:15 26 26
0:30 1 0 12:30 15 24
0:45 0 1 2 2 3 12:45 22 85 30 101 186
1:00 0 0 13:00 21 27
1:15 1 0 13:15 21 30
1:30 0 0 13:30 25 16
1:45 0 1 0 0 1 13:45 28 95 37 110 205
2:00 0 0 14:00 25 22
2:15 0 0 14:15 20 25
2:30 0 0 14:30 27 32
2:45 2 2 2 2 4 14:45 27 99 28 107 206
3:00 0 1 15:00 34 30
3:15 0 0 15:15 37 28
3:30 1 0 15:30 30 26
3:45 0 1 0 1 2 15:45 36 137 41 125 262
4:00 0 1 16:00 39 41
4:15 0 1 16:15 39 35
4:30 1 0 16:30 33 34
4:45 0 1 2 4 5 16:45 17 128 42 152 280
5:00 0 0 17:00 31 24
5:15 2 1 17:15 27 38
5:30 3 5 17:30 31 43
5:45 6 11 7 13 24 17:45 21 110 18 123 233
6:00 7 4 18:00 21 30
6:15 3 2 18:15 21 33
6:30 6 8 18:30 23 31
6:45 7 23 9 23 46 18:45 20 85 23 117 202
7:00 13 14 19:00 11 22
7:15 9 12 19:15 9 15
7:30 12 20 19:30 12 7
7:45 12 46 29 75 121 19:45 13 45 15 59 104
8:00 37 18 20:00 5 6
8:15 33 16 20:15 12 8
8:30 20 25 20:30 9 11
8:45 29 119 25 84 203 20:45 7 33 5 30 63
9:00 23 23 21:00 7 4
9:15 18 13 21:15 3 10
9:30 18 32 21:30 7 6
9:45 22 81 18 86 167 21:45 6 23 0 20 43
10:00 10 30 22:00 0 3
10:15 22 26 22:15 3 4
10:30 24 19 22:30 3 1
10:45 22 78 26 101 179 22:45 1 7 1 9 16
11:00 24 23 23:00 0 0
11:15 22 31 23:15 0 2
11:30 21 27 23:30 1 1
11:45 21 88 32 113 201 23:45 0 1 0 3 4
Total Vol. 452 504 956 848 956 1804
EB WB Combined
1300 1460 2760
Split % 47.3% 52.7% 34.6% 47.0% 53.0% 65.4%
Peak Hour 8:00 11:00 8:00 15:45 16:00 15:45
Volume 119 113 203 147 152 298
P.H.F. 0.80 0.88 0.92 0.98 0.90 0.93
Tuesday, April 08, 2025 SC5118
ADT8 Canwood St between Reyes Adobe Rd and Kanan Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 0 3 12:00 102 118
0:15 1 3 12:15 103 82
0:30 1 1 12:30 90 98
0:45 1 3 1 8 11 12:45 101 396 84 382 778
1:00 2 0 13:00 119 107
1:15 0 0 13:15 99 103
1:30 0 0 13:30 80 78
1:45 2 4 1 1 5 13:45 95 393 84 372 765
2:00 1 3 14:00 78 100
2:15 0 0 14:15 86 65
2:30 1 0 14:30 76 101
2:45 7 9 0 3 12 14:45 94 334 87 353 687
3:00 0 0 15:00 94 102
3:15 2 0 15:15 121 92
3:30 1 0 15:30 109 116
3:45 3 6 0 0 6 15:45 118 442 118 428 870
4:00 1 0 16:00 99 142
4:15 2 5 16:15 113 116
4:30 3 0 16:30 84 125
4:45 19 25 1 6 31 16:45 89 385 96 479 864
5:00 7 2 17:00 83 107
5:15 6 8 17:15 113 109
5:30 11 2 17:30 109 126
5:45 26 50 6 18 68 17:45 81 386 98 440 826
6:00 37 14 18:00 66 92
6:15 8 11 18:15 71 85
6:30 18 14 18:30 62 81
6:45 33 96 17 56 152 18:45 56 255 78 336 591
7:00 36 23 19:00 46 47
7:15 54 31 19:15 37 64
7:30 65 21 19:30 36 57
7:45 60 215 20 95 310 19:45 43 162 40 208 370
8:00 126 66 20:00 39 47
8:15 191 70 20:15 38 37
8:30 126 78 20:30 34 34
8:45 98 541 43 257 798 20:45 23 134 40 158 292
9:00 85 61 21:00 10 33
9:15 92 75 21:15 8 9
9:30 93 58 21:30 11 11
9:45 87 357 76 270 627 21:45 5 34 6 59 93
10:00 79 80 22:00 6 6
10:15 71 77 22:15 3 1
10:30 79 75 22:30 0 0
10:45 70 299 82 314 613 22:45 3 12 4 11 23
11:00 83 96 23:00 4 1
11:15 86 90 23:15 1 2
11:30 89 91 23:30 1 2
11:45 95 353 85 362 715 23:45 6 12 3 8 20
Total Vol. 1958 1390 3348 2945 3234 6179
EB WB Combined
4903 4624 9527
Split % 58.5% 41.5% 35.1% 47.7% 52.3% 64.9%
Peak Hour 8:00 11:15 8:00 15:15 15:45 15:30
Volume 541 384 798 447 501 931
P.H.F. 0.71 0.81 0.76 0.96 0.88 0.97
Tuesday, April 08, 2025 SC5118
ADT9 Canwood St between Kanan Rd and Derry Ave. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 3 2 12:00 52 50
0:15 1 2 12:15 49 47
0:30 2 0 12:30 45 52
0:45 0 6 0 4 10 12:45 37 183 57 206 389
1:00 0 1 13:00 48 47
1:15 1 0 13:15 35 60
1:30 0 0 13:30 41 51
1:45 1 2 1 2 4 13:45 44 168 51 209 377
2:00 1 0 14:00 51 61
2:15 2 0 14:15 39 35
2:30 1 1 14:30 39 57
2:45 5 9 0 1 10 14:45 48 177 50 203 380
3:00 0 0 15:00 50 60
3:15 0 0 15:15 47 48
3:30 0 0 15:30 57 61
3:45 7 7 0 0 7 15:45 49 203 45 214 417
4:00 2 1 16:00 65 56
4:15 4 0 16:15 53 50
4:30 3 2 16:30 47 50
4:45 13 22 1 4 26 16:45 61 226 52 208 434
5:00 3 0 17:00 44 72
5:15 2 5 17:15 59 62
5:30 8 2 17:30 38 63
5:45 26 39 4 11 50 17:45 33 174 46 243 417
6:00 36 10 18:00 36 58
6:15 22 12 18:15 32 49
6:30 11 12 18:30 28 38
6:45 27 96 12 46 142 18:45 20 116 60 205 321
7:00 33 25 19:00 24 34
7:15 37 28 19:15 34 31
7:30 19 23 19:30 21 20
7:45 38 127 35 111 238 19:45 29 108 32 117 225
8:00 22 54 20:00 11 15
8:15 23 72 20:15 19 14
8:30 42 57 20:30 10 11
8:45 37 124 52 235 359 20:45 11 51 23 63 114
9:00 58 26 21:00 10 18
9:15 50 48 21:15 7 5
9:30 45 38 21:30 5 5
9:45 56 209 39 151 360 21:45 4 26 7 35 61
10:00 42 46 22:00 2 5
10:15 32 33 22:15 3 4
10:30 37 39 22:30 2 1
10:45 37 148 31 149 297 22:45 4 11 3 13 24
11:00 38 40 23:00 0 1
11:15 35 47 23:15 5 1
11:30 39 46 23:30 2 1
11:45 49 161 41 174 335 23:45 0 7 0 3 10
Total Vol. 950 888 1838 1450 1719 3169
EB WB Combined
2400 2607 5007
Split % 51.7% 48.3% 36.7% 45.8% 54.2% 63.3%
Peak Hour 9:00 8:00 11:45 16:00 16:45 16:45
Volume 209 235 385 226 249 451
P.H.F. 0.90 0.82 0.94 0.82 0.86 0.93
Tuesday, April 08, 2025 SC5118
ADT10 Canwood St between Derry Ave and Chesebro Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 2 6 12:00 30 42
0:15 2 3 12:15 53 41
0:30 1 1 12:30 41 42
0:45 1 6 1 11 17 12:45 28 152 38 163 315
1:00 2 1 13:00 28 31
1:15 0 1 13:15 39 44
1:30 0 1 13:30 36 57
1:45 1 3 1 4 7 13:45 108 211 48 180 391
2:00 2 0 14:00 48 62
2:15 0 0 14:15 52 79
2:30 0 0 14:30 124 66
2:45 1 3 0 0 3 14:45 46 270 54 261 531
3:00 0 0 15:00 44 53
3:15 0 0 15:15 63 69
3:30 0 0 15:30 97 69
3:45 1 1 1 1 2 15:45 57 261 50 241 502
4:00 0 1 16:00 49 60
4:15 3 1 16:15 40 55
4:30 2 0 16:30 44 47
4:45 0 5 4 6 11 16:45 43 176 53 215 391
5:00 2 2 17:00 44 67
5:15 4 1 17:15 41 72
5:30 11 1 17:30 66 82
5:45 10 27 4 8 35 17:45 43 194 86 307 501
6:00 10 12 18:00 54 63
6:15 22 5 18:15 60 49
6:30 9 7 18:30 46 42
6:45 26 67 7 31 98 18:45 42 202 37 191 393
7:00 26 11 19:00 48 39
7:15 23 36 19:15 52 37
7:30 54 61 19:30 40 27
7:45 58 161 128 236 397 19:45 41 181 28 131 312
8:00 81 197 20:00 32 17
8:15 117 184 20:15 33 19
8:30 96 75 20:30 24 14
8:45 43 337 34 490 827 20:45 20 109 13 63 172
9:00 28 27 21:00 18 19
9:15 32 26 21:15 8 15
9:30 35 34 21:30 9 12
9:45 43 138 53 140 278 21:45 8 43 11 57 100
10:00 41 40 22:00 3 12
10:15 38 34 22:15 5 10
10:30 32 36 22:30 7 6
10:45 25 136 27 137 273 22:45 3 18 5 33 51
11:00 26 44 23:00 4 4
11:15 32 24 23:15 1 4
11:30 79 27 23:30 3 11
11:45 47 184 44 139 323 23:45 0 8 4 23 31
Total Vol. 1068 1203 2271 1825 1865 3690
EB WB Combined
2893 3068 5961
Split % 47.0% 53.0% 38.1% 49.5% 50.5% 61.9%
Peak Hour 7:45 7:45 7:45 13:45 17:00 13:45
Volume 352 584 936 332 307 587
P.H.F. 0.75 0.74 0.78 0.60 0.89 0.77
Tuesday, April 08, 2025 SC5118
ADT11 Driver Ave between Argos St and Ventura Fwy. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period NB SB PM Period NB SB
0:00 17 6 12:00 171 199
0:15 12 3 12:15 173 160
0:30 11 3 12:30 153 167
0:45 6 46 3 15 61 12:45 158 655 140 666 1321
1:00 6 2 13:00 142 153
1:15 4 3 13:15 159 147
1:30 5 2 13:30 149 154
1:45 1 16 1 8 24 13:45 189 639 152 606 1245
2:00 7 4 14:00 209 187
2:15 1 1 14:15 231 188
2:30 5 3 14:30 246 177
2:45 3 16 1 9 25 14:45 228 914 257 809 1723
3:00 0 4 15:00 179 287
3:15 1 2 15:15 214 170
3:30 3 5 15:30 183 198
3:45 3 7 2 13 20 15:45 197 773 189 844 1617
4:00 2 5 16:00 196 156
4:15 4 5 16:15 227 153
4:30 4 16 16:30 249 182
4:45 6 16 30 56 72 16:45 235 907 134 625 1532
5:00 3 29 17:00 238 160
5:15 4 48 17:15 243 174
5:30 12 51 17:30 263 151
5:45 16 35 74 202 237 17:45 237 981 179 664 1645
6:00 14 75 18:00 237 150
6:15 20 81 18:15 213 119
6:30 36 105 18:30 212 165
6:45 39 109 97 358 467 18:45 189 851 141 575 1426
7:00 92 148 19:00 194 149
7:15 98 233 19:15 180 86
7:30 130 206 19:30 156 84
7:45 224 544 300 887 1431 19:45 143 673 110 429 1102
8:00 274 321 20:00 146 74
8:15 182 332 20:15 140 73
8:30 105 201 20:30 117 61
8:45 103 664 165 1019 1683 20:45 115 518 70 278 796
9:00 91 164 21:00 87 54
9:15 115 220 21:15 98 41
9:30 96 161 21:30 67 38
9:45 90 392 178 723 1115 21:45 67 319 38 171 490
10:00 96 165 22:00 52 20
10:15 108 139 22:15 45 24
10:30 100 160 22:30 27 16
10:45 93 397 146 610 1007 22:45 40 164 14 74 238
11:00 117 132 23:00 30 17
11:15 89 148 23:15 19 9
11:30 123 164 23:30 24 6
11:45 154 483 175 619 1102 23:45 19 92 7 39 131
Total Vol. 2725 4519 7244 7486 5780 13266
NB SB Combined
10211 10299 20510
Split % 37.6% 62.4% 35.3% 56.4% 43.6% 64.7%
Peak Hour 7:30 7:30 7:30 17:00 14:45 14:15
Volume 810 1159 1969 981 912 1793
P.H.F. 0.74 0.87 0.83 0.96 0.79 0.92
Tuesday, April 08, 2025 SC5118
ADT12 Kanan Rd between North City Limits and Laro Dr. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period NB SB PM Period NB SB
0:00 19 8 12:00 192 234
0:15 13 6 12:15 197 213
0:30 12 5 12:30 201 207
0:45 8 52 5 24 76 12:45 212 802 180 834 1636
1:00 6 3 13:00 194 187
1:15 6 3 13:15 214 203
1:30 5 3 13:30 205 207
1:45 1 18 2 11 29 13:45 245 858 198 795 1653
2:00 7 4 14:00 299 224
2:15 1 1 14:15 282 296
2:30 5 2 14:30 313 236
2:45 3 16 1 8 24 14:45 284 1178 368 1124 2302
3:00 0 4 15:00 251 362
3:15 2 2 15:15 258 300
3:30 3 4 15:30 230 255
3:45 5 10 3 13 23 15:45 235 974 252 1169 2143
4:00 2 6 16:00 231 229
4:15 4 6 16:15 262 219
4:30 4 19 16:30 281 218
4:45 6 16 33 64 80 16:45 262 1036 179 845 1881
5:00 3 37 17:00 280 209
5:15 4 53 17:15 295 222
5:30 13 62 17:30 282 190
5:45 16 36 89 241 277 17:45 276 1133 225 846 1979
6:00 19 90 18:00 272 183
6:15 32 102 18:15 237 174
6:30 40 114 18:30 267 187
6:45 48 139 127 433 572 18:45 226 1002 158 702 1704
7:00 107 170 19:00 212 165
7:15 113 253 19:15 232 119
7:30 207 260 19:30 184 100
7:45 260 687 395 1078 1765 19:45 169 797 134 518 1315
8:00 315 443 20:00 183 92
8:15 226 312 20:15 169 96
8:30 171 281 20:30 139 69
8:45 139 851 247 1283 2134 20:45 133 624 79 336 960
9:00 133 215 21:00 106 60
9:15 116 258 21:15 113 48
9:30 123 190 21:30 83 54
9:45 126 498 215 878 1376 21:45 76 378 47 209 587
10:00 132 219 22:00 63 24
10:15 127 185 22:15 51 26
10:30 144 195 22:30 29 22
10:45 131 534 190 789 1323 22:45 47 190 17 89 279
11:00 160 155 23:00 33 17
11:15 109 188 23:15 24 10
11:30 161 221 23:30 26 7
11:45 194 624 229 793 1417 23:45 22 105 8 42 147
Total Vol. 3481 5615 9096 9077 7509 16586
NB SB Combined
12558 13124 25682
Split % 38.3% 61.7% 35.4% 54.7% 45.3% 64.6%
Peak Hour 7:30 7:45 7:30 14:00 14:45 14:15
Volume 1008 1431 2418 1178 1285 2392
P.H.F. 0.80 0.81 0.80 0.96 0.87 0.92
Tuesday, April 08, 2025 SC5118
ADT13 Kanan Rd between Laro Dr and Thousand Oaks Blvd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period NB SB PM Period NB SB
0:00 10 11 12:00 226 268
0:15 7 12 12:15 203 270
0:30 11 10 12:30 205 310
0:45 6 34 7 40 74 12:45 225 859 251 1099 1958
1:00 11 6 13:00 230 284
1:15 7 5 13:15 229 280
1:30 5 4 13:30 236 291
1:45 0 23 4 19 42 13:45 232 927 287 1142 2069
2:00 7 4 14:00 291 285
2:15 0 2 14:15 267 297
2:30 4 6 14:30 271 345
2:45 5 16 2 14 30 14:45 245 1074 371 1298 2372
3:00 0 6 15:00 265 409
3:15 0 2 15:15 271 353
3:30 5 4 15:30 238 353
3:45 5 10 5 17 27 15:45 240 1014 334 1449 2463
4:00 4 16 16:00 249 290
4:15 5 7 16:15 268 285
4:30 5 26 16:30 244 268
4:45 1 15 43 92 107 16:45 247 1008 232 1075 2083
5:00 6 47 17:00 243 284
5:15 10 63 17:15 261 296
5:30 16 74 17:30 248 265
5:45 26 58 89 273 331 17:45 209 961 276 1121 2082
6:00 24 119 18:00 222 236
6:15 50 125 18:15 210 243
6:30 63 144 18:30 195 249
6:45 63 200 184 572 772 18:45 189 816 216 944 1760
7:00 93 198 19:00 180 209
7:15 100 288 19:15 129 183
7:30 148 290 19:30 160 149
7:45 221 562 362 1138 1700 19:45 144 613 180 721 1334
8:00 169 405 20:00 126 129
8:15 169 418 20:15 128 144
8:30 148 468 20:30 112 120
8:45 150 636 266 1557 2193 20:45 102 468 94 487 955
9:00 151 237 21:00 82 93
9:15 136 294 21:15 82 78
9:30 154 246 21:30 80 74
9:45 165 606 257 1034 1640 21:45 51 295 62 307 602
10:00 176 267 22:00 68 58
10:15 174 229 22:15 53 33
10:30 158 250 22:30 16 32
10:45 185 693 245 991 1684 22:45 30 167 31 154 321
11:00 174 206 23:00 16 37
11:15 163 273 23:15 8 20
11:30 179 293 23:30 9 17
11:45 216 732 309 1081 1813 23:45 17 50 8 82 132
Total Vol. 3585 6828 10413 8252 9879 18131
NB SB Combined
11837 16707 28544
Split % 34.4% 65.6% 36.5% 45.5% 54.5% 63.5%
Peak Hour 11:45 7:45 7:45 14:00 14:45 14:30
Volume 850 1653 2360 1074 1486 2530
P.H.F. 0.94 0.88 0.96 0.95 0.91 0.94
Tuesday, April 08, 2025 SC5118
ADT14 Kanan Rd between Thousand Oaks Blvd and Hillrise Dr. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period NB SB PM Period NB SB
0:00 13 11 12:00 214 275
0:15 8 14 12:15 186 314
0:30 10 17 12:30 192 319
0:45 5 36 9 51 87 12:45 212 804 264 1172 1976
1:00 9 7 13:00 218 298
1:15 7 8 13:15 214 284
1:30 3 4 13:30 221 316
1:45 2 21 6 25 46 13:45 219 872 320 1218 2090
2:00 5 3 14:00 274 283
2:15 2 2 14:15 253 325
2:30 4 5 14:30 259 344
2:45 7 18 3 13 31 14:45 232 1018 359 1311 2329
3:00 0 8 15:00 253 422
3:15 1 2 15:15 257 365
3:30 6 4 15:30 226 344
3:45 5 12 6 20 32 15:45 225 961 356 1487 2448
4:00 4 18 16:00 237 303
4:15 8 10 16:15 251 301
4:30 8 25 16:30 231 278
4:45 6 26 45 98 124 16:45 233 952 253 1135 2087
5:00 7 55 17:00 230 282
5:15 12 68 17:15 246 308
5:30 14 83 17:30 231 281
5:45 27 60 104 310 370 17:45 196 903 283 1154 2057
6:00 26 129 18:00 209 241
6:15 39 139 18:15 197 248
6:30 55 151 18:30 182 269
6:45 56 176 195 614 790 18:45 176 764 238 996 1760
7:00 84 220 19:00 168 221
7:15 93 296 19:15 112 188
7:30 136 293 19:30 147 155
7:45 204 517 369 1178 1695 19:45 131 558 191 755 1313
8:00 157 404 20:00 119 141
8:15 156 424 20:15 116 143
8:30 132 464 20:30 102 139
8:45 134 579 291 1583 2162 20:45 91 428 100 523 951
9:00 136 249 21:00 71 106
9:15 122 306 21:15 74 86
9:30 137 263 21:30 69 83
9:45 150 545 292 1110 1655 21:45 44 258 68 343 601
10:00 164 285 22:00 59 68
10:15 158 238 22:15 44 37
10:30 145 288 22:30 21 33
10:45 169 636 247 1058 1694 22:45 36 160 37 175 335
11:00 161 235 23:00 24 34
11:15 146 274 23:15 16 24
11:30 165 296 23:30 17 19
11:45 202 674 322 1127 1801 23:45 24 81 11 88 169
Total Vol. 3300 7187 10487 7759 10357 18116
NB SB Combined
11059 17544 28603
Split % 31.5% 68.5% 36.7% 42.8% 57.2% 63.3%
Peak Hour 11:45 7:45 7:45 14:00 14:30 14:30
Volume 794 1661 2310 1018 1490 2491
P.H.F. 0.93 0.89 0.97 0.95 0.88 0.92
Tuesday, April 08, 2025 SC5118
ADT15 Kanan Rd between Hillrise Dr and Canwood St. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period NB SB PM Period NB SB
0:00 20 9 12:00 216 251
0:15 32 16 12:15 226 255
0:30 11 12 12:30 199 252
0:45 15 78 14 51 129 12:45 217 858 297 1055 1913
1:00 12 8 13:00 229 244
1:15 10 12 13:15 233 249
1:30 7 2 13:30 218 245
1:45 2 31 4 26 57 13:45 237 917 212 950 1867
2:00 9 4 14:00 207 217
2:15 7 6 14:15 244 219
2:30 3 9 14:30 280 207
2:45 9 28 2 21 49 14:45 263 994 216 859 1853
3:00 1 4 15:00 271 230
3:15 4 5 15:15 283 184
3:30 12 8 15:30 281 193
3:45 6 23 5 22 45 15:45 268 1103 196 803 1906
4:00 5 8 16:00 256 204
4:15 11 5 16:15 238 186
4:30 11 19 16:30 213 189
4:45 26 53 56 88 141 16:45 202 909 186 765 1674
5:00 28 47 17:00 193 195
5:15 34 66 17:15 188 199
5:30 34 142 17:30 201 185
5:45 40 136 158 413 549 17:45 215 797 216 795 1592
6:00 63 191 18:00 190 164
6:15 53 253 18:15 167 169
6:30 61 297 18:30 166 171
6:45 82 259 302 1043 1302 18:45 180 703 175 679 1382
7:00 82 245 19:00 156 125
7:15 114 265 19:15 136 117
7:30 133 265 19:30 146 126
7:45 156 485 230 1005 1490 19:45 175 613 142 510 1123
8:00 161 302 20:00 159 124
8:15 155 289 20:15 142 128
8:30 164 336 20:30 123 91
8:45 142 622 310 1237 1859 20:45 92 516 95 438 954
9:00 141 283 21:00 95 109
9:15 154 314 21:15 82 87
9:30 156 325 21:30 71 79
9:45 181 632 325 1247 1879 21:45 57 305 58 333 638
10:00 160 284 22:00 79 55
10:15 179 302 22:15 68 43
10:30 176 227 22:30 34 38
10:45 199 714 275 1088 1802 22:45 59 240 38 174 414
11:00 223 218 23:00 39 37
11:15 196 228 23:15 42 22
11:30 221 212 23:30 36 26
11:45 229 869 254 912 1781 23:45 23 140 20 105 245
Total Vol. 3930 7153 11083 8095 7466 15561
NB SB Combined
12025 14619 26644
Split % 35.5% 64.5% 41.6% 52.0% 48.0% 58.4%
Peak Hour 11:30 9:15 9:30 15:00 12:00 14:30
Volume 892 1248 1912 1103 1055 1934
P.H.F. 0.97 0.96 0.94 0.99 0.89 0.97
Tuesday, April 08, 2025 SC5118
ADT16 Kanan Rd between Canwood St and Agoura Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period NB SB PM Period NB SB
0:00 13 11 12:00 190 187
0:15 19 9 12:15 208 183
0:30 4 6 12:30 185 207
0:45 8 44 5 31 75 12:45 154 737 211 788 1525
1:00 5 5 13:00 211 186
1:15 8 5 13:15 184 202
1:30 5 1 13:30 213 184
1:45 0 18 3 14 32 13:45 210 818 156 728 1546
2:00 4 2 14:00 185 148
2:15 5 2 14:15 221 166
2:30 0 10 14:30 260 169
2:45 3 12 2 16 28 14:45 265 931 178 661 1592
3:00 2 0 15:00 232 166
3:15 1 4 15:15 274 175
3:30 2 4 15:30 251 158
3:45 4 9 4 12 21 15:45 236 993 158 657 1650
4:00 2 4 16:00 167 146
4:15 6 5 16:15 161 148
4:30 4 10 16:30 207 167
4:45 13 25 28 47 72 16:45 161 696 159 620 1316
5:00 14 25 17:00 171 161
5:15 21 47 17:15 149 168
5:30 25 111 17:30 206 133
5:45 28 88 133 316 404 17:45 191 717 161 623 1340
6:00 37 159 18:00 146 129
6:15 45 253 18:15 168 122
6:30 39 266 18:30 135 123
6:45 67 188 294 972 1160 18:45 150 599 130 504 1103
7:00 61 243 19:00 104 98
7:15 94 232 19:15 104 90
7:30 107 243 19:30 134 95
7:45 151 413 201 919 1332 19:45 158 500 89 372 872
8:00 154 248 20:00 137 94
8:15 126 239 20:15 37 95
8:30 134 266 20:30 76 78
8:45 138 552 264 1017 1569 20:45 59 309 70 337 646
9:00 125 250 21:00 60 69
9:15 136 264 21:15 39 70
9:30 136 297 21:30 39 71
9:45 146 543 276 1087 1630 21:45 32 170 46 256 426
10:00 144 255 22:00 50 43
10:15 159 253 22:15 35 36
10:30 156 195 22:30 21 31
10:45 198 657 220 923 1580 22:45 30 136 31 141 277
11:00 178 194 23:00 13 32
11:15 184 178 23:15 24 18
11:30 202 167 23:30 35 15
11:45 161 725 192 731 1456 23:45 10 82 19 84 166
Total Vol. 3274 6085 9359 6688 5771 12459
NB SB Combined
9962 11856 21818
Split % 35.0% 65.0% 42.9% 53.7% 46.3% 57.1%
Peak Hour 10:45 9:15 9:30 14:30 12:30 14:30
Volume 762 1092 1666 1031 806 1719
P.H.F. 0.94 0.92 0.96 0.93 0.95 0.96
Tuesday, April 08, 2025 SC5118
ADT17 Kanan Rd between Agoura Rd and South City Limits. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period NB SB PM Period NB SB
0:00 0 1 12:00 29 30
0:15 1 1 12:15 31 25
0:30 2 1 12:30 30 32
0:45 1 4 1 4 8 12:45 39 129 35 122 251
1:00 0 2 13:00 33 33
1:15 0 1 13:15 25 29
1:30 1 2 13:30 44 40
1:45 1 2 2 7 9 13:45 42 144 34 136 280
2:00 1 0 14:00 27 40
2:15 0 0 14:15 40 38
2:30 1 0 14:30 30 27
2:45 0 2 0 0 2 14:45 44 141 48 153 294
3:00 2 1 15:00 36 46
3:15 2 0 15:15 37 44
3:30 0 0 15:30 39 50
3:45 0 4 0 1 5 15:45 36 148 43 183 331
4:00 0 0 16:00 36 52
4:15 3 0 16:15 34 30
4:30 2 3 16:30 33 42
4:45 3 8 2 5 13 16:45 32 135 47 171 306
5:00 7 0 17:00 40 52
5:15 7 1 17:15 34 43
5:30 12 1 17:30 24 54
5:45 11 37 2 4 41 17:45 21 119 38 187 306
6:00 12 1 18:00 20 41
6:15 9 5 18:15 29 45
6:30 20 2 18:30 30 46
6:45 18 59 12 20 79 18:45 18 97 43 175 272
7:00 32 13 19:00 21 26
7:15 39 15 19:15 28 42
7:30 65 21 19:30 17 31
7:45 77 213 19 68 281 19:45 10 76 33 132 208
8:00 59 30 20:00 11 31
8:15 39 37 20:15 12 27
8:30 49 29 20:30 17 16
8:45 40 187 30 126 313 20:45 14 54 22 96 150
9:00 32 34 21:00 10 23
9:15 49 16 21:15 7 13
9:30 32 28 21:30 9 15
9:45 45 158 27 105 263 21:45 4 30 13 64 94
10:00 35 28 22:00 5 7
10:15 34 31 22:15 4 5
10:30 33 19 22:30 2 10
10:45 34 136 28 106 242 22:45 3 14 9 31 45
11:00 29 24 23:00 4 8
11:15 31 39 23:15 0 1
11:30 41 31 23:30 2 1
11:45 31 132 40 134 266 23:45 2 8 6 16 24
Total Vol. 942 580 1522 1095 1466 2561
NB SB Combined
2037 2046 4083
Split % 61.9% 38.1% 37.3% 42.8% 57.2% 62.7%
Peak Hour 7:15 11:15 7:30 14:45 16:45 14:45
Volume 240 140 347 156 196 344
P.H.F. 0.78 0.88 0.90 0.88 0.91 0.93
Tuesday, April 08, 2025 SC5118
ADT18 LIberty Canyon Rd between Agoura Rd and Country Glen Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period NB SB PM Period NB SB
0:00 2 5 12:00 89 103
0:15 3 1 12:15 111 110
0:30 5 2 12:30 106 129
0:45 3 13 5 13 26 12:45 83 389 128 470 859
1:00 0 4 13:00 91 105
1:15 2 1 13:15 81 102
1:30 1 0 13:30 87 101
1:45 2 5 4 9 14 13:45 108 367 133 441 808
2:00 1 4 14:00 117 132
2:15 2 1 14:15 84 91
2:30 0 0 14:30 117 157
2:45 1 4 0 5 9 14:45 105 423 150 530 953
3:00 1 2 15:00 118 111
3:15 2 0 15:15 123 100
3:30 0 0 15:30 166 130
3:45 3 6 2 4 10 15:45 126 533 141 482 1015
4:00 1 1 16:00 137 121
4:15 1 6 16:15 126 93
4:30 3 6 16:30 144 102
4:45 8 13 7 20 33 16:45 158 565 107 423 988
5:00 7 7 17:00 153 117
5:15 9 12 17:15 166 126
5:30 9 23 17:30 156 116
5:45 15 40 31 73 113 17:45 130 605 115 474 1079
6:00 19 31 18:00 115 93
6:15 13 42 18:15 97 113
6:30 17 47 18:30 77 84
6:45 38 87 56 176 263 18:45 69 358 101 391 749
7:00 37 59 19:00 68 92
7:15 42 69 19:15 65 74
7:30 57 91 19:30 64 67
7:45 111 247 89 308 555 19:45 71 268 60 293 561
8:00 172 106 20:00 36 52
8:15 93 121 20:15 29 39
8:30 85 167 20:30 32 27
8:45 90 440 124 518 958 20:45 33 130 41 159 289
9:00 71 94 21:00 33 26
9:15 89 77 21:15 22 32
9:30 85 89 21:30 30 16
9:45 89 334 115 375 709 21:45 16 101 16 90 191
10:00 90 108 22:00 34 22
10:15 72 95 22:15 13 13
10:30 87 99 22:30 6 14
10:45 68 317 96 398 715 22:45 14 67 9 58 125
11:00 95 87 23:00 12 7
11:15 70 111 23:15 7 3
11:30 83 92 23:30 6 5
11:45 88 336 120 410 746 23:45 2 27 2 17 44
Total Vol. 1842 2309 4151 3833 3828 7661
NB SB Combined
5675 6137 11812
Split % 44.4% 55.6% 35.1% 50.0% 50.0% 64.9%
Peak Hour 7:45 8:00 8:00 16:45 14:00 16:45
Volume 461 518 958 633 530 1099
P.H.F. 0.67 0.78 0.86 0.97 0.84 0.94
Tuesday, April 08, 2025 SC5118
ADT19 Palo Comado Canyon Rd between Agoura Rd and Ventura Fwy. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period NB SB PM Period NB SB
0:00 1 0 12:00 18 9
0:15 1 2 12:15 25 5
0:30 1 0 12:30 18 21
0:45 0 3 0 2 5 12:45 32 93 6 41 134
1:00 0 0 13:00 47 25
1:15 1 1 13:15 34 35
1:30 1 1 13:30 31 77
1:45 0 2 0 2 4 13:45 51 163 13 150 313
2:00 0 0 14:00 34 28
2:15 0 0 14:15 64 75
2:30 0 0 14:30 41 49
2:45 0 0 0 0 14:45 30 169 85 237 406
3:00 0 0 15:00 21 97
3:15 0 0 15:15 24 25
3:30 0 0 15:30 27 26
3:45 1 1 1 1 2 15:45 15 87 20 168 255
4:00 0 0 16:00 23 20
4:15 0 0 16:15 26 14
4:30 0 3 16:30 31 18
4:45 1 1 3 6 7 16:45 20 100 14 66 166
5:00 0 2 17:00 23 17
5:15 0 3 17:15 23 20
5:30 1 2 17:30 23 12
5:45 4 5 4 11 16 17:45 17 86 21 70 156
6:00 1 12 18:00 15 13
6:15 3 7 18:15 22 12
6:30 2 8 18:30 26 9
6:45 2 8 9 36 44 18:45 21 84 12 46 130
7:00 9 5 19:00 14 14
7:15 23 24 19:15 16 13
7:30 75 42 19:30 13 4
7:45 107 214 100 171 385 19:45 13 56 11 42 98
8:00 50 84 20:00 14 7
8:15 45 79 20:15 11 5
8:30 16 29 20:30 12 4
8:45 16 127 15 207 334 20:45 2 39 5 21 60
9:00 9 9 21:00 11 7
9:15 11 24 21:15 7 1
9:30 16 21 21:30 8 3
9:45 21 57 26 80 137 21:45 4 30 3 14 44
10:00 17 24 22:00 3 2
10:15 13 13 22:15 4 2
10:30 12 17 22:30 4 4
10:45 8 50 19 73 123 22:45 5 16 1 9 25
11:00 10 10 23:00 2 3
11:15 13 15 23:15 3 0
11:30 12 20 23:30 1 1
11:45 13 48 18 63 111 23:45 1 7 0 4 11
Total Vol. 516 652 1168 930 868 1798
NB SB Combined
1446 1520 2966
Split % 44.2% 55.8% 39.4% 51.7% 48.3% 60.6%
Peak Hour 7:30 7:30 7:30 13:45 14:15 14:15
Volume 277 305 582 190 306 462
P.H.F. 0.65 0.76 0.70 0.83 0.79 0.83
Tuesday, April 08, 2025 SC5118
ADT20 Reyes Adobe Rd between Lake Lindero Dr and Thousand Oaks Blvd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period NB SB PM Period NB SB
0:00 3 4 12:00 105 82
0:15 3 1 12:15 106 70
0:30 4 1 12:30 98 106
0:45 0 10 0 6 16 12:45 87 396 89 347 743
1:00 1 2 13:00 120 86
1:15 2 1 13:15 101 85
1:30 3 2 13:30 108 109
1:45 3 9 2 7 16 13:45 117 446 114 394 840
2:00 1 0 14:00 106 84
2:15 3 2 14:15 148 126
2:30 1 2 14:30 139 129
2:45 0 5 0 4 9 14:45 164 557 148 487 1044
3:00 1 0 15:00 130 235
3:15 2 2 15:15 116 147
3:30 0 1 15:30 110 111
3:45 1 4 1 4 8 15:45 118 474 108 601 1075
4:00 1 3 16:00 132 112
4:15 2 4 16:15 128 85
4:30 1 9 16:30 113 90
4:45 4 8 11 27 35 16:45 146 519 80 367 886
5:00 4 11 17:00 109 88
5:15 3 16 17:15 141 93
5:30 8 16 17:30 147 94
5:45 13 28 27 70 98 17:45 104 501 93 368 869
6:00 11 24 18:00 98 92
6:15 26 26 18:15 104 80
6:30 24 39 18:30 116 74
6:45 24 85 37 126 211 18:45 91 409 73 319 728
7:00 43 54 19:00 74 69
7:15 55 74 19:15 68 64
7:30 150 125 19:30 74 52
7:45 164 412 134 387 799 19:45 75 291 50 235 526
8:00 136 177 20:00 74 51
8:15 155 228 20:15 52 36
8:30 93 161 20:30 52 24
8:45 81 465 103 669 1134 20:45 40 218 31 142 360
9:00 78 80 21:00 41 26
9:15 68 86 21:15 32 17
9:30 69 89 21:30 32 26
9:45 78 293 91 346 639 21:45 25 130 17 86 216
10:00 75 91 22:00 18 20
10:15 67 96 22:15 24 9
10:30 69 75 22:30 9 17
10:45 69 280 99 361 641 22:45 14 65 5 51 116
11:00 74 89 23:00 11 8
11:15 64 76 23:15 12 2
11:30 84 90 23:30 6 3
11:45 92 314 90 345 659 23:45 7 36 4 17 53
Total Vol. 1913 2352 4265 4042 3414 7456
NB SB Combined
5955 5766 11721
Split % 44.9% 55.1% 36.4% 54.2% 45.8% 63.6%
Peak Hour 7:30 7:45 7:30 14:15 14:30 14:15
Volume 605 700 1269 581 659 1219
P.H.F. 0.92 0.77 0.83 0.94 0.70 0.83
Tuesday, April 08, 2025 SC5118
ADT21 Reyes Adobe Rd between Thousand Oaks Blvd and Agoura Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 2 1 12:00 63 55
0:15 0 1 12:15 75 58
0:30 0 0 12:30 61 61
0:45 0 2 1 3 5 12:45 59 258 56 230 488
1:00 0 0 13:00 37 39
1:15 0 2 13:15 59 38
1:30 0 0 13:30 60 63
1:45 3 3 0 2 5 13:45 56 212 56 196 408
2:00 1 2 14:00 53 56
2:15 1 1 14:15 47 59
2:30 0 2 14:30 42 60
2:45 0 2 0 5 7 14:45 44 186 48 223 409
3:00 0 0 15:00 49 44
3:15 0 0 15:15 58 53
3:30 1 0 15:30 63 57
3:45 1 2 1 1 3 15:45 44 214 56 210 424
4:00 1 0 16:00 49 56
4:15 1 0 16:15 47 48
4:30 6 1 16:30 52 57
4:45 4 12 0 1 13 16:45 48 196 37 198 394
5:00 3 1 17:00 49 58
5:15 4 0 17:15 54 46
5:30 2 3 17:30 47 43
5:45 11 20 7 11 31 17:45 52 202 35 182 384
6:00 8 0 18:00 45 37
6:15 3 4 18:15 36 43
6:30 15 5 18:30 37 36
6:45 13 39 4 13 52 18:45 35 153 42 158 311
7:00 14 5 19:00 28 29
7:15 18 9 19:15 31 32
7:30 22 14 19:30 22 29
7:45 31 85 17 45 130 19:45 24 105 34 124 229
8:00 28 14 20:00 18 20
8:15 41 25 20:15 10 28
8:30 38 14 20:30 6 17
8:45 41 148 34 87 235 20:45 11 45 18 83 128
9:00 45 26 21:00 9 21
9:15 34 29 21:15 4 27
9:30 52 43 21:30 4 20
9:45 61 192 27 125 317 21:45 1 18 20 88 106
10:00 45 44 22:00 1 12
10:15 49 38 22:15 1 4
10:30 46 33 22:30 3 8
10:45 49 189 32 147 336 22:45 2 7 8 32 39
11:00 48 54 23:00 2 3
11:15 42 34 23:15 1 2
11:30 63 41 23:30 0 1
11:45 67 220 54 183 403 23:45 1 4 3 9 13
Total Vol. 914 623 1537 1600 1733 3333
EB WB Combined
2514 2356 4870
Split % 59.5% 40.5% 31.6% 48.0% 52.0% 68.4%
Peak Hour 11:30 11:45 11:45 12:00 13:30 12:00
Volume 268 228 494 258 234 488
P.H.F. 0.89 0.93 0.93 0.87 0.93 0.92
Tuesday, April 08, 2025 SC5118
ADT22 Roadside Dr between Kanan Rd and Lewis St. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 3 4 12:00 153 193
0:15 4 5 12:15 131 186
0:30 4 5 12:30 144 168
0:45 3 14 2 16 30 12:45 132 560 187 734 1294
1:00 2 3 13:00 156 165
1:15 4 0 13:15 141 168
1:30 2 0 13:30 151 166
1:45 2 10 3 6 16 13:45 171 619 166 665 1284
2:00 3 1 14:00 160 166
2:15 1 0 14:15 159 181
2:30 0 1 14:30 159 176
2:45 0 4 3 5 9 14:45 174 652 187 710 1362
3:00 1 1 15:00 219 210
3:15 4 1 15:15 178 175
3:30 0 1 15:30 163 174
3:45 1 6 1 4 10 15:45 182 742 187 746 1488
4:00 1 3 16:00 169 169
4:15 1 6 16:15 170 185
4:30 7 2 16:30 154 187
4:45 7 16 5 16 32 16:45 169 662 161 702 1364
5:00 9 8 17:00 163 191
5:15 7 5 17:15 188 221
5:30 23 9 17:30 165 179
5:45 19 58 15 37 95 17:45 156 672 191 782 1454
6:00 23 11 18:00 159 223
6:15 26 18 18:15 168 186
6:30 40 24 18:30 140 156
6:45 41 130 38 91 221 18:45 131 598 157 722 1320
7:00 51 40 19:00 117 147
7:15 71 65 19:15 100 140
7:30 101 76 19:30 88 147
7:45 172 395 126 307 702 19:45 91 396 125 559 955
8:00 167 131 20:00 87 112
8:15 195 139 20:15 68 103
8:30 207 108 20:30 63 94
8:45 146 715 86 464 1179 20:45 44 262 93 402 664
9:00 106 92 21:00 36 92
9:15 117 112 21:15 26 59
9:30 116 101 21:30 22 52
9:45 114 453 111 416 869 21:45 21 105 40 243 348
10:00 109 85 22:00 16 35
10:15 110 107 22:15 22 13
10:30 115 109 22:30 11 27
10:45 143 477 123 424 901 22:45 11 60 14 89 149
11:00 100 144 23:00 6 17
11:15 133 136 23:15 6 10
11:30 143 129 23:30 10 14
11:45 158 534 154 563 1097 23:45 5 27 8 49 76
Total Vol. 2812 2349 5161 5355 6403 11758
EB WB Combined
8167 8752 16919
Split % 54.5% 45.5% 30.5% 45.5% 54.5% 69.5%
Peak Hour 7:45 11:45 11:45 15:00 17:15 15:00
Volume 741 701 1287 742 814 1488
P.H.F. 0.89 0.91 0.93 0.83 0.91 0.87
Tuesday, April 08, 2025 SC5118
ADT23 Thousand Oaks Blvd between West City Limits and Reyes Adobe Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 5 4 12:00 113 164
0:15 0 5 12:15 115 143
0:30 2 2 12:30 108 141
0:45 3 10 3 14 24 12:45 111 447 119 567 1014
1:00 3 5 13:00 109 109
1:15 2 0 13:15 110 146
1:30 3 2 13:30 106 138
1:45 2 10 3 10 20 13:45 187 512 165 558 1070
2:00 3 1 14:00 125 163
2:15 2 0 14:15 121 184
2:30 1 0 14:30 227 134
2:45 0 6 1 2 8 14:45 207 680 153 634 1314
3:00 0 0 15:00 192 242
3:15 1 0 15:15 120 211
3:30 0 0 15:30 166 165
3:45 0 1 1 1 2 15:45 165 643 163 781 1424
4:00 0 3 16:00 141 143
4:15 1 5 16:15 148 165
4:30 5 0 16:30 123 166
4:45 4 10 3 11 21 16:45 122 534 142 616 1150
5:00 4 0 17:00 130 152
5:15 8 6 17:15 125 171
5:30 10 3 17:30 127 168
5:45 14 36 9 18 54 17:45 121 503 150 641 1144
6:00 11 20 18:00 128 170
6:15 17 17 18:15 122 147
6:30 30 20 18:30 105 123
6:45 26 84 28 85 169 18:45 112 467 96 536 1003
7:00 40 28 19:00 84 99
7:15 67 39 19:15 75 115
7:30 114 90 19:30 74 105
7:45 159 380 181 338 718 19:45 54 287 85 404 691
8:00 235 238 20:00 67 88
8:15 277 195 20:15 53 60
8:30 162 114 20:30 41 81
8:45 122 796 75 622 1418 20:45 30 191 69 298 489
9:00 82 60 21:00 36 60
9:15 82 83 21:15 25 50
9:30 81 89 21:30 18 31
9:45 119 364 95 327 691 21:45 11 90 29 170 260
10:00 100 82 22:00 17 34
10:15 94 90 22:15 15 17
10:30 90 96 22:30 8 14
10:45 107 391 93 361 752 22:45 8 48 12 77 125
11:00 77 106 23:00 1 9
11:15 102 97 23:15 5 11
11:30 123 125 23:30 4 9
11:45 132 434 120 448 882 23:45 3 13 5 34 47
Total Vol. 2522 2237 4759 4415 5316 9731
EB WB Combined
6937 7553 14490
Split % 53.0% 47.0% 32.8% 45.4% 54.6% 67.2%
Peak Hour 7:45 7:45 7:45 14:15 15:00 14:30
Volume 833 728 1561 747 781 1486
P.H.F. 0.75 0.76 0.83 0.84 0.81 0.86
Tuesday, April 08, 2025 SC5118
ADT24 Thousand Oaks Blvd between Reyes Adobe Rd and Buffwood Pl. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 3 9 12:00 142 94
0:15 5 0 12:15 121 108
0:30 3 1 12:30 122 98
0:45 4 15 3 13 28 12:45 90 475 92 392 867
1:00 3 3 13:00 99 94
1:15 0 1 13:15 124 97
1:30 2 3 13:30 131 102
1:45 2 7 2 9 16 13:45 151 505 182 475 980
2:00 1 2 14:00 136 106
2:15 1 1 14:15 160 112
2:30 0 1 14:30 150 202
2:45 2 4 0 4 8 14:45 134 580 165 585 1165
3:00 1 1 15:00 177 137
3:15 0 1 15:15 176 107
3:30 0 0 15:30 147 138
3:45 1 2 0 2 4 15:45 132 632 125 507 1139
4:00 3 0 16:00 140 135
4:15 6 2 16:15 144 114
4:30 5 2 16:30 132 121
4:45 5 19 3 7 26 16:45 125 541 113 483 1024
5:00 2 3 17:00 122 124
5:15 8 2 17:15 141 138
5:30 5 5 17:30 139 126
5:45 9 24 9 19 43 17:45 122 524 115 503 1027
6:00 29 7 18:00 140 121
6:15 21 16 18:15 128 116
6:30 25 22 18:30 94 94
6:45 34 109 22 67 176 18:45 79 441 109 440 881
7:00 26 28 19:00 82 89
7:15 48 48 19:15 85 60
7:30 98 78 19:30 73 61
7:45 181 353 91 245 598 19:45 70 310 52 262 572
8:00 234 150 20:00 58 70
8:15 209 173 20:15 53 63
8:30 94 120 20:30 60 39
8:45 62 599 80 523 1122 20:45 48 219 42 214 433
9:00 65 59 21:00 38 39
9:15 83 63 21:15 37 21
9:30 83 70 21:30 20 20
9:45 108 339 101 293 632 21:45 23 118 13 93 211
10:00 77 89 22:00 32 20
10:15 88 83 22:15 11 19
10:30 90 69 22:30 10 6
10:45 88 343 90 331 674 22:45 10 63 6 51 114
11:00 99 81 23:00 6 5
11:15 101 90 23:15 6 6
11:30 116 100 23:30 4 5
11:45 106 422 131 402 824 23:45 2 18 5 21 39
Total Vol. 2236 1915 4151 4426 4026 8452
EB WB Combined
6662 5941 12603
Split % 53.9% 46.1% 32.9% 52.4% 47.6% 67.1%
Peak Hour 7:30 7:45 7:45 14:30 14:15 14:30
Volume 722 534 1252 637 616 1248
P.H.F. 0.77 0.77 0.82 0.90 0.76 0.89
Tuesday, April 08, 2025 SC5118
ADT25 Thousand Oaks Blvd between Buffwood Pl and Kanan Rd. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period EB WB PM Period EB WB
0:00 8 3 12:00 89 57
0:15 4 6 12:15 85 55
0:30 1 2 12:30 45 63
0:45 3 16 1 12 28 12:45 49 268 46 221 489
1:00 6 2 13:00 48 41
1:15 2 2 13:15 57 60
1:30 1 2 13:30 66 52
1:45 0 9 1 7 16 13:45 83 254 181 334 588
2:00 0 1 14:00 81 90
2:15 0 0 14:15 156 79
2:30 2 1 14:30 99 216
2:45 3 5 2 4 9 14:45 73 409 94 479 888
3:00 0 0 15:00 115 76
3:15 0 0 15:15 162 64
3:30 0 0 15:30 97 135
3:45 1 1 1 1 2 15:45 79 453 84 359 812
4:00 1 5 16:00 94 80
4:15 2 1 16:15 75 61
4:30 1 2 16:30 86 59
4:45 1 5 5 13 18 16:45 74 329 64 264 593
5:00 0 11 17:00 68 93
5:15 2 6 17:15 76 107
5:30 0 7 17:30 89 97
5:45 7 9 6 30 39 17:45 85 318 81 378 696
6:00 29 19 18:00 96 97
6:15 8 19 18:15 82 115
6:30 11 15 18:30 69 68
6:45 12 60 21 74 134 18:45 51 298 73 353 651
7:00 12 20 19:00 80 72
7:15 24 25 19:15 55 77
7:30 45 78 19:30 47 38
7:45 113 194 105 228 422 19:45 54 236 35 222 458
8:00 218 185 20:00 39 30
8:15 221 200 20:15 49 37
8:30 66 119 20:30 37 33
8:45 35 540 63 567 1107 20:45 41 166 22 122 288
9:00 32 35 21:00 29 23
9:15 46 35 21:15 20 13
9:30 39 51 21:30 20 18
9:45 60 177 70 191 368 21:45 16 85 11 65 150
10:00 52 58 22:00 16 15
10:15 47 44 22:15 16 8
10:30 33 44 22:30 9 8
10:45 42 174 40 186 360 22:45 12 53 8 39 92
11:00 35 40 23:00 9 7
11:15 50 38 23:15 5 2
11:30 45 142 23:30 3 4
11:45 59 189 105 325 514 23:45 2 19 2 15 34
Total Vol. 1379 1638 3017 2888 2851 5739
EB WB Combined
4267 4489 8756
Split % 45.7% 54.3% 34.5% 50.3% 49.7% 65.5%
Peak Hour 7:45 7:45 7:45 15:00 13:45 13:45
Volume 618 609 1227 453 566 985
P.H.F. 0.70 0.76 0.73 0.73 0.66 0.78
Tuesday, April 08, 2025 SC5118
ADT26 Thousand Oaks Blvd between Kanan Rd and Carell Ave. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
CITY: Agoura Hills PROJECT:

AM Period NB SB PM Period NB SB
0:00 0 0 12:00 15 7
0:15 0 1 12:15 9 8
0:30 0 1 12:30 9 4
0:45 0 0 0 2 2 12:45 14 47 10 29 76
1:00 0 0 13:00 9 8
1:15 0 0 13:15 10 8
1:30 0 0 13:30 16 14
1:45 0 0 0 0 13:45 8 43 4 34 77
2:00 0 0 14:00 11 7
2:15 0 0 14:15 11 12
2:30 0 1 14:30 13 10
2:45 0 0 0 1 1 14:45 22 57 9 38 95
3:00 0 0 15:00 19 12
3:15 0 0 15:15 39 15
3:30 0 0 15:30 33 7
3:45 0 0 0 0 15:45 36 127 7 41 168
4:00 0 0 16:00 14 8
4:15 0 0 16:15 20 10
4:30 0 1 16:30 18 7
4:45 0 0 0 1 1 16:45 12 64 12 37 101
5:00 1 2 17:00 9 6
5:15 0 1 17:15 11 8
5:30 1 1 17:30 9 14
5:45 0 2 3 7 9 17:45 5 34 7 35 69
6:00 2 3 18:00 6 11
6:15 1 3 18:15 13 7
6:30 1 8 18:30 6 8
6:45 1 5 9 23 28 18:45 8 33 10 36 69
7:00 4 8 19:00 7 13
7:15 2 5 19:15 7 7
7:30 4 9 19:30 4 12
7:45 7 17 12 34 51 19:45 7 25 8 40 65
8:00 6 2 20:00 2 5
8:15 7 2 20:15 1 5
8:30 10 6 20:30 2 7
8:45 9 32 8 18 50 20:45 2 7 3 20 27
9:00 7 9 21:00 2 1
9:15 10 6 21:15 2 1
9:30 11 10 21:30 2 0
9:45 8 36 6 31 67 21:45 0 6 1 3 9
10:00 9 7 22:00 0 3
10:15 13 5 22:15 0 0
10:30 9 7 22:30 1 1
10:45 10 41 11 30 71 22:45 1 2 0 4 6
11:00 5 6 23:00 1 1
11:15 10 4 23:15 0 1
11:30 8 8 23:30 0 2
11:45 8 31 9 27 58 23:45 0 1 1 5 6
Total Vol. 164 174 338 446 322 768
NB SB Combined
610 496 1106
Split % 48.5% 51.5% 30.6% 58.1% 41.9% 69.4%
Peak Hour 9:30 7:00 11:30 15:00 14:30 15:00
Volume 41 34 72 127 46 168
P.H.F. 0.79 0.71 0.82 0.81 0.77 0.78
Thursday, April 17, 2025 SC5118
ADT27 Cornell Rd between Cornell W y and Agoura Rd. AimTD 714 253 7888 [email protected] Daily Totals
AM PM
PREPARED BY: AimTD 714 253 7888 [email protected]
CITY: Agoura Hills PROJECT:

AM Period NB SB PM Period NB SB
0:00 0 0 12:00 6 3
0:15 0 0 12:15 7 3
0:30 0 0 12:30 9 7
0:45 0 0 0 0 12:45 22 44 2 15 59
1:00 0 0 13:00 38 22
1:15 0 0 13:15 33 27
1:30 0 0 13:30 19 61
1:45 0 0 0 0 13:45 38 128 6 116 244
2:00 0 0 14:00 32 19
2:15 0 0 14:15 51 69
2:30 0 0 14:30 34 59
2:45 0 0 0 0 14:45 3 120 65 212 332
3:00 0 0 15:00 0 8
3:15 0 0 15:15 6 9
3:30 0 0 15:30 4 10
3:45 0 0 0 0 15:45 0 10 3 30 40
4:00 0 0 16:00 4 4
4:15 0 0 16:15 5 6
4:30 0 0 16:30 4 3
4:45 0 0 0 0 16:45 0 13 5 18 31
5:00 0 0 17:00 2 1
5:15 0 0 17:15 4 3
5:30 0 0 17:30 2 4
5:45 1 1 0 0 1 17:45 0 8 1 9 17
6:00 0 0 18:00 0 2
6:15 2 0 18:15 1 1
6:30 0 0 18:30 0 0
6:45 0 2 0 0 2 18:45 5 6 3 6 12
7:00 5 0 19:00 0 2
7:15 14 2 19:15 0 0
7:30 85 25 19:30 0 0
7:45 171 275 103 130 405 19:45 0 0 0 2 2
8:00 44 81 20:00 0 0
8:15 41 58 20:15 0 0
8:30 8 5 20:30 0 0
8:45 8 101 4 148 249 20:45 0 0 0 0
9:00 4 5 21:00 1 1
9:15 4 6 21:15 0 0
9:30 1 6 21:30 0 0
9:45 4 13 5 22 35 21:45 0 1 0 1 2
10:00 4 5 22:00 0 0
10:15 1 6 22:15 0 2
10:30 3 2 22:30 0 0
10:45 1 9 2 15 24 22:45 0 0 0 2 2
11:00 2 3 23:00 0 0
11:15 1 7 23:15 0 0
11:30 3 2 23:30 0 0
11:45 1 7 6 18 25 23:45 0 0 0 0
Total Vol. 408 333 741 330 411 741
NB SB Combined
738 744 1482
Split % 55.1% 44.9% 50.0% 44.5% 55.5% 50.0%
Peak Hour 7:30 7:30 7:30 13:45 14:00 14:00
Volume 341 267 608 155 212 332
P.H.F. 0.50 0.65 0.55 0.84 0.77 0.69
Tuesday, April 08, 2025 SC5118
ADT28 Reyes Adobe Rd between Lake Lindero Dr and North City LImit. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888

Public Works SubcommitteeSeptember 29, 2025

Public Works Subcommittee
September 29, 2025