Agenda packet — Aliso Viejo City Council, May 27, 2026 (part 1 of 2)

BRETT CHANNING

CITY MANAGER
SCOTT C. SMITH

CITY ATTORNEY

MARIA KENDIG

CITY CLERK
AGENDA

ALISO VIEJO CITY COUNCIL SPECIAL MEETING
WEDNESDAY, MAY 27, 2026
6:30 PM SPECIAL MEETING
CITY HALL, COUNCIL CHAMBERS, 12 JOURNEY, ALISO VIEJO, CA Mayor Max Duncan
Mayor Pro Tem Mike Munzing
Councilmember Garrett Dwyer
Councilmember Tim Zandbergen
Councilmember Tiffany Ackley
WELCOME to the City of Aliso Viejo City Council meeting. Those persons wishing to address the City Council are requested to complete and submit to the City Clerk a “Request to Address City Council” form available at the entrance to the City Council Chambers. Speakers will be called at the appropriate time as their interested matter is heard. COMMENTS WILL BE LIMITED TO THREE MINUTES PER SPEAKER. Council proceedings are recorded.

It is the City's intention to comply with the Americans with Disabilities Act (ADA). If you need special assistance to participate in the meeting, the City will make reasonable arrangements to ensure accessibility and/or accommodations. [28 CFR 35.102-35.104 ADA Title II] Please contact the City Clerk's Office at (949) 425-2505 at least 48 hours prior to the meeting.

Regular meetings of the City Council are held on the first and third Wednesday of the month at the City Hall Council Chambers, 12 Journey, Aliso Viejo. Copies of the agenda are available in the lobby at City Hall on the Thursday preceding a regularly scheduled City Council meeting. All communications received by the City regarding an agenda item have been included in the agenda materials. Supplemental documents relating to specific agenda items, including communications received after agenda delivery, are presented at the dais and in the Public Copy agenda binder at the time of the meeting. Supplemental documents are also available for review in the City Clerk's office, 12 Journey, Aliso Viejo. For more information, please contact City Hall at (949) 425-2505.

This meeting will be broadcast live on Cox Communications Channel 851, AT&T U-Verse Channel 99 and the City's website. By attending the City Council Meeting, you are giving your permission to be televised. The Council Meetings are rebroadcast on Wednesday at 7:00 p.m. on Cox Communications Channel 851, AT&T U- Verse Channel 99, and can be viewed on the internet at www.avcity.org .
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PLEASE SILENCE ALL CELL PHONES AND OTHER

ELECTRONIC EQUIPMENT WHILE CITY COUNCIL IS IN SESSION
CALL TO ORDER:

PUBLIC COMMENTS:

STUDY SESSION

SPEED LIMITS ON CERTAIN CITY STREETS
Attachment - Engineering and Traffic Survey for Speed Limits

ADJOURNMENT
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RK1234 // 1234-2024-01

Engineering & Traffic Survey (E&TS)
for Speed Limits
City of Aliso Viejo, California
April 10, 2026

3 RK1234 // 1234-2024-01

Engineering &Traffic Survey (E&TS)
For Speed Limits
City of Aliso Viejo, California
Prepared for:

City of Aliso Viejo
12 Journey, Suite 100
Aliso Viejo, CA 92656
Prepared by:

RK Engineering Group, Inc.
1401 Dove Street, Ste. 540
Newport Beach, CA 92660
Bryan Estrada, T.E.

Nhi Ly, T.E.
4 RK21142.1 // 2259-2025-04
Table of Contents Page

1.0 Executive Summary ................................ ................................ ................................ ..... 1-1

2.0 Requirements for Establishing Speed Limits ................................ ................................ 2-1

2.1 Basic Speed Law (CVC § 22350) ....................................................................................... 2-1

2.2 Prima Facie Speed Limits (CVC § 22352) ......................................................................... 2-1

2.3 Maximum Speed Limits (CVC § 22349) ............................................................................ 2-2

2.4 Engineering & Traffic Surveys (CVC § 627, § 22357 & § 22358) ................................... 2-2

2.5 Assembly Bill (AB) 43 .......................................................................................................... 2-3

2.6 Assembly Bill (AB) 1938 ..................................................................................................... 2-4

2.7 Speed Trap (CVC § 40802) ................................................................................................ 2-4

2.8 E&TS Timing Requirements (CVC § 40802) ..................................................................... 2-5

2.9 CA MUTCD Speed Limit Sign (2B.21) ............................................................................... 2-5

3.0 Data Collection ................................ ................................ ................................ ............ 3-1

3.1 Survey Methodology .......................................................................................................... 3-1

3.2 Roadway Characteristics .................................................................................................... 3-1

3.3 Speed Survey Data .............................................................................................................. 3-2

3.3.1 Speed Survey Data - Statistical Analysis .............................................................. 3-3

3.4 Collision History .................................................................................................................. 3-3

3.5 Safety Corridor .................................................................................................................... 3-3

3.6 24-Hour Average Daily Traffic (ADT) Counts ................................................................... 3-4

4.0 Speed Limit Recommendations ................................ ................................ ................... 4-1

4.1 Part A: Initial Speed Determination .................................................................................. 4-1

4.2 Part B: Evaluation of Additional Adjustments Allowed by State Law ............................ 4-2

4.3 Maximum Allowable Reduction......................................................................................... 4-2

4.4 Summary of Results ............................................................................................................. 4-2 5 RK21142.1 // 2259-2025-04
List of Attachments

Exhibits
Study Roadway Segment Location Map .............................................................................................. A Recommended Speed Limits ............................................................................................................... B Safety Corridors ...................................................................................................................................... C Tables
Speed Survey Summary ........................................................................................................................ 1 Total Number of Roadway Segment Collisions .................................................................................. 2 Safety Corridors – Adjusted Number of Collisions Per Roadway Segment .................................... 3 Collision Rates (Informational Purposes Only) ................................................................................... 4 Appendices
California Vehicle Code and CA MUTCD Sections ............................................................................ A Speed Survey Statistical Summary Sheets........................................................................................... B ADT Traffic Volume Count Sheets ........................................................................................................ C Traffic and Engineering Surveys for Speed Zoning ........................................................................... D 6 RK21142.1 // 2259-2025-04 1-1

1.0 Executive Summary
The purpose of this report is to document the City of Aliso Viejo’s citywide evaluation of posted speed limits and to provide an engineering and traffic survey (E&TS) per the requirements of the California Vehicle Code (CVC) and the California Manual on Uniform Traffic Control Devices (CA MUTCD). The overarching intent of the project is to improve safety for all roadway users by identifying opportunities to reduce vehicle speeds where appropriate.

As part of this effort, this report reviews the speed limits on 60 roadway segments and applies the expanded flexibility provided under Assembly Bill 43 and Assembly Bill 1938 to establish speed limits that better reflect roadway context and safety conditions.

The City selected RK Engineering Group, Inc. to complete the Engineering and Traffic Survey (E&TS) updates and related analyses required for this study. RK’s responsibilities include collecting traffic and speed data, preparing updated E&TS documentation, identifying potential safety corridors, and developing recommended speed limit adjustments consistent with the California MUTCD and Vehicle Code.

The 60 roadway segments are as follows:

1. Alicia Parkway between City Limits and SR-73

2. Alicia Parkway between SR-73 and Pacific Park Dr.

3. Aliso Creek Road between Alicia Pkwy. and Aliso Viejo Pkwy. (South)

4. Aliso Creek Road between Aliso Viejo Pkwy. (South) and Pacific Park Dr.

5. Aliso Creek Road between Pacific Park Dr. and Glenwood Dr.

6. Aliso Creek Road between Glenwood Dr. and El Toro Rd.

7. Aliso Viejo Parkway between Moulton Pkwy. and Aliso Creek Rd. (North)

8. Aliso Viejo Parkway between Aliso Creek Rd. (North) and Enterprise

9. Aliso Viejo Parkway between Enterprise and Aliso Creek Rd. (South)

10. Autumnglen between Aliso Creek Rd. and Summerfield

11. Boundary Oak between Wood Canyon Dr. and Pacific Grove Dr.

12. Canyon Vistas between Pacific Park Dr and Silkwood

13. Canyon Wren Lane between Westwing and El Toro Rd.

14. Cedarbrook between Glenwood Dr. and Da Vinci

15. Cedarbrook between Glenwood Dr. and Aliso Viejo Pkwy.

16. Cedarbrook between Aliso Viejo Pkwy. and Park
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17. Chase between Pacific Park Dr. and Thistledown

18. City Lights Drive between Pacific Park Dr. and Grand

19. Columbia between Aliso Creek Rd. and Aliso Viejo Pkwy.

20. Da Vinci between Glenwood Dr. and Cedarbrook

21. Deerhurst between Pacific Park Dr. and Wolverine Wy.

22. Eastwind between Briarglen and Amber

23. Eastwing between Westwing and Aliso Creek Rd.

24. Enterprise between Pacific Park Dr. and Aliso Viejo Pkwy.

25. Enterprise between Aliso Viejo Pkwy. and Aliso Creek Rd.

26. Glenwood Drive between Moulton Pkwy. and Aliso Creek Rd.

27. Glenwood Drive between Aliso Creek Rd. and Enterprise

28. Hollyoak between Alicia Pkwy. and Laurelmont

29. Hopseed between Wood Vista Way and Hollyleaf

30. Journey between Pacific Park Dr. and Aliso Creek Rd.

31. La Paz Road between Pacific Park Dr. and SR-73

32. Laurelmont between Alicia Pkwy. and Hollyoak

33. Liberty between Aliso Viejo Pkwy. and Aliso Creek Rd.

34. Oakgrove between Pacific Grove Dr. and Wood Canyon Dr. (North)

35. Oak View Drive between Westridge Dr. and Wood Canyon Dr.

36. Pacific Park Drive between Enterprise and Chase

37. Pacific Park Drive between Chase and Aliso Viejo Pkwy.

38. Pacific Park Drive between Aliso Viejo Pkwy. and Alicia Pkwy.

39. Pacific Park Drive between Alicia Pkwy. and Mareblu

40. Peppertree between Pacific Park Dr. and knuckle curve

41. Pursuit between Liberty and curve

42. Pursuit between Curve and Aliso Creek Rd.

43. Sanborn between Chase and Wood Canyon Dr.

44. Summerfield between Aliso Creek Rd. and Autumnglen

45. Via Iglesia between Moulton Pkwy. and cul-de-sac

46. Westwing between Calle Corta and Aliso Creek Rd.
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47. Westwing between Aliso Creek Rd. and Eastwing

48. Windsong between Aliso Creek Rd. and Cedarbrook

49. Wolverine Way between Aliso Creek Rd. and cul-de-sac

50. Wood Canyon Dr. between Thistledown and Grand

51. Wood Canyon Dr. between Grand and Pacific Park Dr.

52. Wood Canyon Dr. between Pacific Park Dr. and Boundary Oak

53. Wood Canyon Dr. between Boundary Oak and Calypso St.

54. Wood Canyon Dr. between Knollwood and Hope St.

55. Wood Vista Way between Hopseed and Canyon Vistas

56. Argonaut Loop between Aliso Creek Rd. and Glenwood Dr.

57. Brookline between End of Street to Aliso Creek Road

58. Columbia Loop between Columbia and Columbia

59. Journey Loop between Journey and Journey

60. Morning Ridge / Creekside / Woodside from Pacific Park Dr. Alicia Parkway Exhibit A show the location of the 60 roadway segments in the study area.

For each roadway segment, information was collected on existing roadway characteristics, speed characteristics, traffic volumes, and traffic collisions. Statistical analysis of travel speeds and collisions was performed as part of this study.

Speed limits for each roadway section are recommended consistent with applicable procedures and sections in the CVC and the CA MUTCD.

Appendix A includes the applicable sections of the California MUTCD for setting speed limits.

Speed limit recommendations are made for each of the study area roadway segments and are illustrated in Exhibit B.

The speed survey information and recommended speed limits are summarized in Table 1 9 RK21142.1 // 2259-2025-04 2-1

2.0 Requirements for Establishing Speed Limits
This chapter summarizes parts of the California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CA MUTCD) that govern the establishment of speed limits in California.

For specific requirements and detailed information, the CVC takes precedence. Please refer to the applicable sections of the CVC and CA MUTCD included in Appendix A for comprehensive regulations and guidelines.

2.1 Basic Speed Law (CVC § 22350)
CVC Section 22350 is often referred to as the Basic Speed Law and it serves as the foundation for all speed zone legislation. It states, “No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.”

2.2 Prima Facie Speed Limits (CVC § 22352)
CVC Section 22352 defines default speed limits, also known as prima facie speed limits, that apply unless specific signs indicate otherwise. Prima facie speed limits can be adjusted by local authorities under certain conditions but may not be exceeded unless the operator of a motor vehicle can prove that it is safe to do so under the Basic Speed Law. Prima facie speed limits include:
• 15 miles per hour in alleys, at railroad crossings, and at highway intersections without 100 feet of visibility of approaching vehicles.
• 25 miles per hour on any highway in a business district1 or residence district2. • 25 miles per hour when approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period.

1 CVC Section 235 defines a “business district” is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sides of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the contiguous property fronting thereon is so occupied. A business dist rict may be longer than the distances specified in this section if the above ratio of buildings in use for business to the length of the highway exists.

2 CVC Section 515 defines a “residence district” as 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 resi dence 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. 10 RK21142.1 // 2259-2025-04 2-2

The prima facie limit shall also apply when approaching or passing any schoolgrounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard “SCHOOL” warning sign. For purposes of this subparagraph, standard “SCHOOL” warning signs may be placed at any distance up to 500 feet away from schoolgrounds.
• 25 miles per hour when passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard “SENIOR” warning sign. A local authority may erect a sign pursuant to this para graph when the local agency makes a determination that the proposed signing should be implemented. A local authority may request grant funding from the Active Transportation Program pursuant to Chapter 8 (commencing with Section 2380) of Division 3 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs, or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources.

2.3 Maximum Speed Limits (CVC § 22349)
CVC Section 22349 establishes the maximum speed limits for driving on California highways.

According to this section, no person may drive a vehicle upon a highway at a speed greater than 65 miles per hour. On two -lane undivided highways, the maximum permitted speed limit is reduced to 55 miles per hour.

2.4 Engineering & Traffic Surveys (CVC § 627, § 22357 & § 22358) The CVC provides local authorities with the ability to modify speed limits based on the findings of an engineering and traffic survey. CVC Section 627 specifies that an Engineering and Traffic Survey shall include, among other requirements, consideration of the following:
• Prevailing speeds as determined by traffic engineering measurements • Accident records
• Highway, traffic, and roadside conditions not readily apparent to the driver • Residential density
• Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.

CVC Section 22357 allows local authorities to raise speed limits above 25 miles per hour if it is determined upon the basis of an engineering and traffic survey that such an increase would facilitate the orderly movement of vehicular traffic and be reasonable and safe. 11 RK21142.1 // 2259-2025-04 2-3

CVC Section 22358 permits local authorities to lower the maximum speed limits below 65 miles per hour if it is determined upon the basis of an engineering and traffic survey that such a reduction would also facilitate the orderly movement of vehicular traffic and be reasonable and safe.

2.5 Assembly Bill (AB) 43
Assembly Bill No. 43 (AB 43) , approved in 2021, resulted in several changes to the CVC that now authorize local jurisdictions to consider additional parameters when setting speed limits on certain streets.

Two of the most significant changes to the CVC include the amendments to Section 22358, which now allow a local authority to declare a prima facie speed of 20 or 15 miles per hour on any street other than a state highway, and the amendment to Section 22358.8, which allows the current speed limit to be retained or immediately prior speed limit to be restored if it was originally established based on an engineering and traffic survey.

AB 43 also enacted several other speed limit changes, including 22358.7 which further authorize local agencies to lower speed limits by an additional 5 mph if, after completing an E&TS, it is found that the speed is still more than is reasonable or safe, for either of the following reasons:

1. Safety corridor. The portion of highway has been designated as a safety corridor . A safety corridor is defined by CVC Section 22358.7(a)(1) and MUTCD Section 2B.13, as a roadway segment within an overall roadway network where the highest number of serious injury and fatalities occur, and may be developed based on varying weighing fact or to prioritize such collisions. Safety corridors shall represent a prioritized subset of the overall roadway network within an authority’s responsibilities and shall not exceed one -fifth of t he overall roadway network and must be based on the three to five years of the most recent crash data.

2. Land or facility that generates high concentrations of bicyclists or pedestrians . The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused. CVC Section 22358.7(a)(2) and MUTCD Section 2B.13, define a land or facility that generates high concentrations of bicyclists or pedestrians as the portion of the highway where one or more of an y of the following generators listed in MUTCD Table 2B-1056(CA) are present within a distance of 1320 feet.:
• Presence of Retail • Health / Medical Facilities
• Parks, Multi-use Trails, & Recreational
Destinations
• Transit Stops / Transit Oriented
Developments / Transit Priority Areas
• Schools / Universities • Presence of Sidewalks
• Senior Centers • Presence of Crosswalks
• Religious Facilities & Cultural Areas • Presence of Bikeways • Health / Medical Facilities
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3. Business Activity District. A local authority may, by ordinance, determine and declare a 25 or 20 mph prima facie speed limit on a highway contiguous to a business activity district if it meets all the required conditions described in CVC Section 22358.9.

2.6 Assembly Bill (AB) 1938
Assembly Bill (AB) 1938 clarifies and codifies the legislative intent of AB 43 by reaffirming that local agencies may reduce posted speed limits below the 85th -percentile speed when supported by appropriate engineering justification. The bill establishes a statewide safeguard by setting a maximum allowable reduction of 12.4 miles per hour below the measured 85th-percentile speed, ensuring that any adjustments remain reasonable and legally defensible. AB 1938 also amends key sections of the California Vehicle Code related to “speed traps,” updating the statutory definitions so that speed limits adopted under the new AB 43/AB 1938 procedures remain eligible for radar and lidar enforcement.

Through these changes, AB 1938 provides local jurisdictions with additi onal flexibility to implement lower speed limits while maintaining full compliance with enforceability standards and the Engineering and Traffic Survey requirements of the California MUTCD and CVC.

2.7 Speed Trap (CVC § 40802)
The CVC prohibits the use of speed traps for the enforcement and prosecution of any vehicle code violation, including speeding. Section 40802 defines a speed trap and indicates that the enforcement of speed limits with the use of radar or other electronic device that measures speed is not allowed unless the prima facie speed limit has been justified by an engineering and traffic survey within the last 5, 7 or 14 years 3. All local agencies must conduct engineering and traffic surveys to avoid speed traps for the following reasons:

1. Raise State dictated “prima facie” limits above 25 miles per hour;

2. Lower the otherwise permitted maximum speed of 65 miles per hour; and

3. Enforce speed limits by the use of electronic radar/lidar equipment.

4. Speed traps do not apply to the radar enforcement of a local street, road, school zone, senior zone, or business activity district.

For purposes of Section 40802, 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. It may also be defined as a “local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:

3 Refer to California Vehicle Code (CVC) Section 40802 and Section 2.8 of this report for the timing requirements under which an engineering and traffic survey remain valid.
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• Roadway width of not more than 40 feet.
• Not more than one -half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445.
• Not more than one traffic lane in each direction.

2.8 E&TS Timing Requirements (CVC § 40802)
CVC Section 40802 establishes the following time limits under which an Engineering and Traffic Survey (E&TS) remains valid for radar or electronic enforcement of a posted speed limit. 5 Years: An E&TS is generally valid for 5 years for radar or electronic speed enforcement. 7 Years: The E&TS validity may be extended to 7 years when all of the following conditions are met:
• The arresting officer has completed a POST-certified 24-hour radar operator course. • If laser or other electronic devices are used, the officer has also completed a POST - certified 2-hour laser training course.
• The prosecution demonstrates compliance with Section 40802, S ubdivision (c)(1), including that the device meets NHTSA operational standards and has been calibrated within the prior 3 years.
• The E&TS itself meets the requirements of Section 40802, Subdivision (c)(2)(B). 14 Years: The E&TS may remain valid for up to 14 years when all radar/lidar enforcement conditions are met and:
• A registered engineer evaluates the roadway segment, and • Determines that no significant changes in roadway or traffic conditions have occurred (e.g., land use, roadway width, traffic volume, adjoining property changes).

2.9 CA MUTCD Speed Limit Sign (2B.21)
California MUTCD Section 2B. 21 establishes the standards for setting, documenting, and posting speed limits. The MUTCD requires that any speed zone that is not a statutory speed limit must be supported by an Engineering and Traffic Survey (E&TS) performed in accordance with accepted traffic engineering practices. This study must include an analysis of the speed distribution of free -flowing vehicles, ensuring that the posted speed reflects prevailing operating conditions.

In general, speed limits are established at the 85th percentile speed, which is defined as the speed at or below which 85 percent of the traffic is moving. When a speed limit is to be posted, it shall be 14 RK21142.1 // 2259-2025-04 2-6

established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic, except as shown in the two options below:

1. The posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed, in compliance with CVC Sections 627 and 22358.3.

2. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used.” Speed limits adopted through an engineering study must be displayed on a Speed Limit (R2-1) sign, which shall show the legally established speed limit in 5-mph increments, as required by the MUTCD.

These signs must be installed at the point where a speed limit changes, clearly marking the beginning of a new speed zone. At the downstream end of a speed zone, a Speed Limit sign showing the next applicable speed limit must also be provided.

To maintain driver awareness, additional Speed Limit signs are required beyond major intersections and at locations where reminders are necessary due to roadway characteristics or operating conditions.

Refer to Appendix A for the specific requirements and guidelines from the CVC and CA MUTCD for setting speed limits in California.
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3.0 Data Collection
This section discusses the survey methodology for the collection of data on existing roadway characteristics, travel speed surveys, and collision experiences. Exhibit A illustrates the roadway locations inventoried.

3.1 Survey Methodology
• Speed limits are set based on the procedures and requirements set forth in the CVC and the California MUTCD. A copy of the MUTCD standards are provided in Appendix A. • All roadways were surveyed to determine existing roadway characteristics and surrounding land uses.
• Existing travel speeds were collected using radar speed surveys in accordance with MUTCD sampling guidance. The MUTCD recommends a minimum of 100 vehicle observations for a representative sample, with an absolute minimum of 50 observations when traffic volumes are low. For most locations, 100 free-flow speed observations were obtained using calibrated and certified radar equipment. On lower-volume roadway segments where 100 vehicles could not be captured within a reasonable surveying period, tube counters w ere deployed to obtain a minimum of 50 valid free-flow speed observations. All radar speed data for the study segments are included in Appendix B.
• Speed observation data was calculated to determine average speed, 85th percentile speed, and 10-mile per hour percentile speed.
• Collision data was obtained through the California Highway Patrol (CHP) California Crash Reporting System (CCRS) and tabulated for each roadway segment to determine safety corridors for consideration in the speed limit recommendations. • To calculate and derive collision rates, existing average daily traffic (ADT) data was collected at each study roadway segment. ADT count data for the study segments are contained in Appendix C.
• Traffic and Engineering Surveys for Speed Zoning forms have been prepared for each survey location and are included in Appendix D.

3.2 Roadway Characteristics
A visual inspection of each roadway survey location was performed. Based on the visual survey, speed study traffic conditions forms were completed for data entries such as the existing posted speed limit and the types of surrounding land uses. Other special conditions inventoried include notations on 16 RK21142.1 // 2259-2025-04 3-2

sight distance constraints, lack of sidewalks, and other characteristics that may not be readily apparent to a driver.

Total length of roadway segment was recorded at each speed survey location. Total curb -to-curb width was also evaluated to be more or less than forty (40) feet at each speed survey location.

The predominant land use adjacent to the roadway by travel direction was identified. The surrounding uses were identified by the predominant or significant types of uses defining the character and intensity of development along the roadway.

Adjacent land uses were identified to have direct access if driveways serving the use intersect with the roadway and the land use directly fronts onto the roadway. Land uses not having direct access include those uses with rear or side yards facing the roadway with access from secondary or fro m parallel roadways.

3.3 Speed Survey Data
Radar speed surveys were conducted within the City of Aliso Viejo at each study area roadway segment. Principles for survey methods utilized in this engineering survey followed the procedures set out by the California MUTCD shown in Appendix A.

The California MUTCD sets forth the basic procedural steps in conducting an “engineering and traffic survey”. This method is designed for use on all City and County through -highways, arterials, and collector streets.

Surveys were conducted during off-peak hours so that free-flow conditions would allow motorists to drive at a self -determined “safe speed”. An unmarked vehicle was employed as the survey vehicle, with the radar device situated inconspicuously. The vehicle was generally located along a straight roadway segment , far enough away from signals, stop signs, major intersections, or roadway obstruction so that motorists were traveling at a free-flow velocity before passing the sampling vehicle.

The samples were recorded in one mile per hour increments. On two -way streets, samples in both directions were obtained. Care was also taken to include a representative proportion of trucks and buses.

The MUTCD recommends a minimum of 100 vehicle observations for a representative sample, with an absolute minimum of 50 observations when traffic volumes are low. For most locations, 100 free - flow speed observations were obtained using calibrated and certif ied radar equipment. On lower- volume roadway segments where 100 vehicles could not be captured within a reasonable surveying period, tube counters were deployed to obtain a minimum of 50 valid free-flow speed observations.

Speed zone statistical summary sheets for each location are provided in Appendix B of this report. 17 RK21142.1 // 2259-2025-04 3-3

3.3.1 Speed Survey Data - Statistical Analysis
Statistical calculations included the 85th percentile (or critical) speed, 10 -mile per pace speed, percentage of vehicles in the 10 -mile per hour speed and 50th percentile speed. These terms are defined as follows:
85th Percentile Speed
The 85th percentile speed is the speed at or below which 85 percent of the vehicles traveled. It is the single most important measure used to determine posted speed limits. 10-Mile Per Hour Pace Speed
The 10-mile per hour pace speed is the 10 -mile per hour range within which the largest number of observations fall. Typically, 70 percent of the vehicles are contained in this range, with 15% above and 15% below. A properly set speed limit will maximize th e percent of vehicles in the 10 -mile per hour pace speed.

3.4 Collision History
Collision data for each segment within the study area was reviewed. Collision data was obtained from the California Crash Reporting System (CCRS), which has replaced the now discontinued Statewide Integrated Traffic Records System (SWITRS), and the City of Aliso Viejo / County Sheriff’s Department.

Collision data was collected for 5 years (60 months) from January 1, 2021 to December 8, 2025.

Table 2 summarizes the total number of collisions that occurred on roadway segments within the study area over the past five (5) years. Table 2 reports all collisions occurring along the study segments, including collisions at intersections located within or directly bordering each segment.

Collisions within intersections that fall on the boundary between segments may be counted for more than one segment. This approach is appropriate for identifying safety corridors because it captures the full extent of collision activity at each roadway segment, including intersection related impacts that contribute to the overall safety conditions.

3.5 Safety Corridor
The California MUTCD defines a Safety Corridor as “a roadway segment within an overall roadway network where the highest number of serious injury and fatality crashes occur.” The MUTCD further details that the Safety Corridors must not exceed one-fifth of the overall roadway network. The MUTCD also requires that one or more crash weighting factors from MUTCD Table 2B -105(CA) must be applied to prioritize these locations but does not specify the numeric values per weighting factor.

In accordance with this guidance, a safety corridor analysis was completed for all study segments using 60 months of collision data. To incorporate weighting factors per the MUTCD, collision totals for 18 RK21142.1 // 2259-2025-04 3-4

each segment were adjusted based on fatalities, severe injuries, and the involvement of pedestrians or bicycles in order to emphasize crash severity and vulnerable road-user involvement.

In summary, based on engineering judgement paired with MUTCD guidance, the following weighting factors and values have been applied to determine the adjusted collision total per segment:
• Fatal Collisions: 3.0
• Severe Injury Collisions: 2.5
• Pedestrian/Bicyclist Collisions: 1.25
• All Collisions: 1.0
The weighting factors were applied by multiplying each collision type by its assigned weight and adding the results to produce an adjusted collision total for each segment. This method increases the influence of fatal, severe injury, and pedestrian/bicycle collisions so that segments with the most serious crash outcomes receive higher priority.

As a result, the top one -fifth (20%) of segments with the highest adjusted collision totals were identified as safety corridors in Exhibit C and summarized in Table 3. Table 3 includes a breakdown of collision types per segment and highlights the resulting Safety Corridors.

Based on this methodology, 12 roadway segments were identified as Safety Corridors within the Citywide Speed Limit Reduction Program. These locations represent the portions of the network with the greatest concentration of severe and high -risk collisions and form a prioritized subset of the roadway network, consistent with MUTCD Section 2B-105(CA) requirements. Safety Corridors are also eligible for the additional speed limit reduction below the 85th-percentile speed authorized under AB

43. 3.6 24-Hour Average Daily Traffic (ADT) Counts
24-hour two-way average daily traffic (ADT) counts were obtained on each roadway segment. The ADT data is used to help establish collision rates and functional classifications of roadways. ADT count data for the study segments are contained in Appendix C. 19 RK21142.1 // 2259-2025-04 4-1

4.0 Speed Limit Recommendations
Speed limits are recommended in accordance with CVC and CA MUTCD requirements and standards.

The process considers prevailing operating speeds, roadway characteristics, land use, collision history, and the statutory provisions that allow for adjustments to better reflect safety needs. Speed limits are posted in 5-mph increments and are selected at or below the 85th-percentile speed of free- flowing traffic unless specific engineering or statutory factors support an alternative value.

Recommended speed limits are for both directions of travel, unless otherwise stated.

4.1 Part A: Initial Speed Determination
The initial speed limit determination is based on the 85th -percentile speed of free flowing traffic.

California MUTCD Section 2B.13 specifies that the posted speed limits be set using the nearest 5-mph increment of the measured 85th-percentile speed, subject to two rounding provisions:

1. For cases in which the nearest 5 mph increment of the 85 th-percentile speed would require a rounding down, the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed.

2. For cases in which the nearest 5 mph increment of the 85 th-percentile speed would require rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th-percentile speed, if no further reduction is used.

These rounding provisions establish the primary recommended speed limit before considering additional adjustments permitted under State law. If a 5 -mph reduction from the rounded 85th - percentile speed is applied, the Engineering and Traffic Survey must inc lude written documentation explaining the roadway conditions and engineering justification supporting the lower speed limit.

Reasons for initial speed determination include:
• Roadway characteristics not readily apparent to the driver, such as:
o Sight distance constraints
o Lack of sidewalks
o Other conditions of note
• 10 mph pace speed
• Parking practices
• Residence District
• Local Street.

20 RK21142.1 // 2259-2025-04 4-2

4.2 Part B: Evaluation of Additional Adjustments Allowed by State Law Following the initial speed determination, each segment was evaluated for potential additional adjustments in accordance with the latest provisions to the CVC and CA MUTCD . These provisions authorize an additional 5-mph reduction when supported by engineering judgment and when one or more of the following conditions are present:
• Land or Facility that Generates High Concentration of Bicyclists or Pedestrians (CVC Section 22358.7(a)(2))
• Safety Corridor (CVC Section 22358.7(a)(1))
• Business Activity District (CVC Section 22358.9)
• Retention of the current posted speed limit is warranted for consistency, safety, or operational considerations (CVC Section 22358.8)
These factors ensure the chosen speed limit reflects not only prevailing speeds but also location - specific safety conditions and multimodal activity along the corridor.

4.3 Maximum Allowable Reduction
Consistent with AB 43, AB 1938, and the latest CVC statues, the total reduction from the measured 85th-percentile speed, including both the initial rounding and any additional reductions, may not exceed 12.4 mph. This statutory limit ensures that posted sp eed limits remain both reasonable and enforceable under radar and lidar requirements.

4.4 Summary of Results
This E&TS reviewed 60 roadway segments for potential speed reductions. Utilizing the engineering methodology, statutory requirements, and roadway context described in this report , speed limit recommendations have been made for all study area roadway segments.

Speed limits are proposed to be lowered on a total of 33 roadway segments.

The recommended speed limits and results of the analysis are summarized in Table 1 and graphically shown in Exhibit B.

Traffic and Engineering Surveys for Speed Zoning forms for each survey location and are included in Appendix D.
21 Tables
22 RK21142.1 // 2259-2025-04 1
Table 1 | Speed Survey Summary
Posted Speed
Limit (MPH)
Recommended
Speed Limit
(MPH)1,2
85th Percentile
Speed (MPH)
10 mph Pace
Speed (MPH)
Percent in
Pace (%)
Reasoning for
Adjustment from
85th Percentile
Speed3
Alicia Parkway
City Limits to SR-73
Alicia Parkway
SR-73 to Pacific Park Dr.

Aliso Creek Road
Alicia Pkwy. to Aliso Viejo Pkwy. (South)
Aliso Creek Road
Aliso Viejo Pkwy. (South) to Pacific Park Dr.

Aliso Creek Road
Pacific Park Dr. to Glenwood Dr.

Aliso Creek Road
Glenwood Dr. to El Toro Rd.

Aliso Viejo Parkway
Moulton Pkwy. to Aliso Creek Rd. (North)
Aliso Viejo Parkway
Aliso Creek Rd. (North) to Enterprise
Aliso Viejo Parkway
Enterprise to Aliso Creek Rd. (South)
Autumnglen
Aliso Creek Rd. to Summerfield
Boundary Oak
Wood Canyon Dr. to Pacific Grove Dr.

Canyon Vistas
Pacific Park Dr to Silkwood
Canyon Wren Lane
Westwing to El Toro Rd.

Cedarbrook
Glenwood Dr. to Da Vinci
Cedarbrook
Glenwood Dr. to Aliso Viejo Pkwy.

Cedarbrook
Aliso Viejo Pkwy. to Park
Chase
Pacific Park Dr. to Thistledown
City Lights Drive
Pacific Park Dr. to Grand
Columbia
Aliso Creek Rd. to Aliso Viejo Pkwy.

Da Vinci
Glenwood Dr. to Cedarbrook
Deerhurst
Pacific Park Dr. to Wolverine Wy.

Eastwind
Briarglen to Amber
1 Recommended speed limits lower than the existing speed limit are shown in Bold and highlighted accordingly.

XX = Recommended speed limit lower than current speed limit (30 Roadway Segments) 3 Reason for Adjustment from 85th Percentile Speed: 8. Land or facility that generates high concentrations of bicyclists or pedestrians such as:
a. Presence of Retail
b. Parks, Multi-use Trails, & Recreational Destinations c. Schools / Universities
d. Senior Centers
e. Religious Facilities & Cultural Areas
f. Health / Medical Facilities
g. Transit Stops / Transit Oriented Developments / Transit Priority Areas h. Presence of Sidewalks
i. Presence of Crosswalks
j. Presence of Bikeways
k. Presence of vulnerable groups including children, seniors, or persons with disabilities

9. Retain current speed limit or restore immediately prior speed limit per CVC 22358.8

10. Top 20% Number of Adjusted Accidents / Accident Rate (Refer to Table 3)

11. Business Activity District

4. 10 mph Pace Speed

5. Parking Practices
--
--
2, 4, 5, 8b, 8c,
8h & 8i
1, 4, & 5
--
1 & 4
75%
84%
73%
74%
87%
73%
10 2, 4, & 10
1, 4, 8b, 8h, 8i,
8j, & 10
2 & 4
1, 4, 8b, 8e, 8h,
8i, 8j, & 10
1, 4, & 5
--
2 & 4
2, 4, & 5
2, 4, & 5
2, 4, & 5
1, 3, & 4
80%
80%
69%
78%
76%
71%
68%
78%
84%
83%
74%
77%
80%
78%
74%
23 - 32
30 - 39
23 - 32
2 Recommended speed is determined in accordance with methodologies, procedures and guidelines contained in the California Manual on Uniform Traffic Control Devices (Caltrans, 2014 Edition) and California Vehicle Code (CVC).

6. Residence District: 25 mph prima facie speed limit established per CVC 22352 (b)

7. Local Street: 25 mph prima facie speed limit established per C VC 40802 (b)(1)
25 - 34
28 - 37
27 - 36
29 - 38
22 - 31
44 - 53
45 - 54
40 - 49
45 - 54
47 52
53 50
54 33
36 37
39 32
35 28 - 37
28 - 37
24 - 33
29 - 38
27 - 36
37 32
38 36
30 41
3430
30 35
35 30
30 45
45 45
45 45
45 45
45 30
30 30
35 30
30 30
30 35
30 35
35 35
35 35
30 35
35 35
30 50
50 50
50 50
73% 1, 4, 8g, 8h, 8i,
8j, & 10
50 50
50 45 - 54
44 - 53
45 - 54
50 45 54 44 - 53
53 53
55 1, 4, 8g 8h, 8i,
8j, & 10
1, 4, 8a, 8c, 8h,
8i, 8j, & 10
2, 4, 8b, 8h, 8i,
8j, & 10
38 - 47

10. 11.

1. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph
increment below the 85th percentile speed.

2. For cases in which the nearest 5 mph increment of the 85th percentile speed would require a rounding down, the posted speed may be reduced by 5 mph from the nearest 5 mph
increment of the 85th percentile speed.

3. Roadway characteristics not readily apparent to a driver such as shifting alignment, sight distance constraints, railroad crossings, curves, lack of sidewalks, etc.

1. 2

3. 4.
5 6.

7. 8.

9. 15.

16. 17.

18. 19.

20. 21.

22. 12.

Roadway Segment

13. 14.
23 RK21142.1 // 2259-2025-04 2
Table 1 | Speed Survey Summary
Posted Speed
Limit (MPH)
Recommended
Speed Limit
(MPH)1,2
85th Percentile
Speed (MPH)
10 mph Pace
Speed (MPH)
Percent in
Pace (%)
Reasoning for
Adjustment from
85th Percentile
Speed3
Roadway Segment
Eastwing
Westwing to Aliso Creek Rd.

Enterprise
Pacific Park Dr. to Aliso Viejo Pkwy.

Enterprise
Aliso Viejo Pkwy. to Aliso Creek Rd.

Glenwood Drive
Moulton Pkwy. to Aliso Creek Rd.

Glenwood Drive
Aliso Creek Rd. to Enterprise
Hollyoak
Alicia Pkwy. to Laurelmont
Hopseed
Wood Vista Way to Hollyleaf
Journey
Pacific Park Dr. to Aliso Creek Rd.

La Paz Road
Pacific Park Dr. to SR-73
Laurelmont
Alicia Pkwy. to Hollyoak
Liberty
Aliso Viejo Pkwy. to Aliso Creek Rd.

Oakgrove
Pacific Grove Dr. to Wood Canyon Dr. (North)
Oak View Drive
Westridge Dr. to Wood Canyon Dr.

Pacific Park Drive
Enterprise to Chase
Pacific Park Drive
Chase to Aliso Viejo Pkwy.

Pacific Park Drive
Aliso Viejo Pkwy. to Alicia Pkwy.

Pacific Park Drive
Alicia Pkwy. to Mareblu
Peppertree
Pacific Park Dr. to knuckle curve
Pursuit
Liberty to curve
Pursuit
Curve to Aliso Creek Rd.

Sanborn
Chase to Wood Canyon Dr.

Summerfield
Aliso Creek Rd. to Autumnglen
1 Recommended speed limits lower than the existing speed limit are shown in Bold and highlighted accordingly.

9. Retain current speed limit or restore immediately prior speed limit per CVC 22358.8

10. Top 20% Number of Adjusted Accidents / Accident Rate (Refer to Table 3)

11. Business Activity District

32. 33.

34. 35.
1, 4, & 5
2, 4, & 10
2 & 4
1, 4, & 5
2, 4 & 5
2, 3, & 4
1, 3, 4, & 5
2, 4, 5,8b, 8c,
8h, & 8i.
1 & 4
2, 4, 8c, 8h, & 8i
2, 4, 8h, 8i, & 8j
2, 4, 8h, 8i, 8j, &
10 2, 4, 8a, 8b, 8c,
8h, 8i, 8j, & 10
2, 5, & 9
--
--
2, 4, & 5
--
86%
51%
73%
64%
63%
78%
82%
71%
1 & 4
--
2 & 4
1, 4, 8a, 8b, 8h,
8i, & 8j66%
80%
77%
81%
27 - 36
27 - 36
25 - 34
25 - 34
26 - 35
78%
77%
74%
86%
59%
69%
76%
73%
77%
84%
42 - 51
40 - 49
2 Recommended speed is determined in accordance with methodologies, procedures and guidelines contained in the California Manual on Uniform Traffic Control Devices (Caltrans, 2014 Edition) and California Vehicle Code (CVC).
39 39
40 21 - 30
36 - 45
23 - 32
29 - 38
30 - 39
29-30
30 - 39
29 - 38
32 - 41
44 - 53
44 - 53

30. 57
55 50
51 36
27 - 36
39 - 48
45 - 54
19 - 28
53 28
36 36
38 37
47 32
50 42
35 34
36 34
30 25
30 45
45 45
30 30
25 40
35 30
45 45
25 25
35 45
35 35
35 45
35 35
35 25
30 35
50 50
50 45
35 45
25 45
35 40
50 50
25 25
40 35

43. 44.

4. 10 mph Pace Speed

6. Residence District: 25 mph prima facie speed limit established per CVC 22352 (b)

7. Local Street: 25 mph prima facie speed limit established per C VC 40802 (b)(1)

5. Parking Practices

3. Roadway characteristics not readily apparent to a driver such as shifting alignment, sight distance constraints, railroad crossings, curves, lack of sidewalks, etc.

23. 37.

38. 39.

40. 41.

42. 36.

25. 26.

27. 28.

29. 31.

24. 24
RK21142.1 // 2259-2025-04 3
Table 1 | Speed Survey Summary
Posted Speed
Limit (MPH)
Recommended
Speed Limit
(MPH)1,2
85th Percentile
Speed (MPH)
10 mph Pace
Speed (MPH)
Percent in
Pace (%)
Reasoning for
Adjustment from
85th Percentile
Speed3
Roadway Segment
Via Iglesia
Moulton Pkwy. to cul-de-sac
Westwing
Calle Corta to Aliso Creek Rd.

Westwing
Aliso Creek Rd. to Eastwing
Windsong
Aliso Creek Rd. to Cedarbrook
Wolverine Way
Aliso Creek Rd. to cul-de-sac
Wood Canyon Drive
Thistledown to Grand
Wood Canyon Drive
Grand to Pacific Park Dr.

Wood Canyon Drive
Pacific Park Dr. to Boundary Oak
Wood Canyon Drive
Boundary Oak to Calypso St.

Wood Canyon Drive
Knollwood to Hope St.

Wood Vista Way
Hopseed to Canyon Vistas
Argonaut Loop
Argonaut to Glenwood Dr.

Brookline
End of Street to Aliso Creek Rd.

Columbia Loop
Columbia to Columbia
Journey Loop
Journey to Journey
Morning Ridge / Creekside / Woodside
Pacific Park Dr. to Alicia Pkwy.
1 Recommended speed limits lower than the existing speed limit are shown in Bold and highlighted accordingly.

9. Retain current speed limit or restore immediately prior speed limit per CVC 22358.8

10. Top 20% Number of Adjusted Accidents / Accident Rate (Refer to Table 3)

11. Business Activity District
49% 1, 3, & 4
Not Posted 25 28 21 - 30 57% 1, 3, & 4
62% 1, 3, 4, & 5
Not Posted 30 36 26 - 35 60% 2, 4, & 5
Not Posted 25 31 19 - 28 50% 2, 3, 4, & 5

56. 57.

58. 59.

60. Not Posted 30 35 27 - 36
Not Posted 30 35 24 - 33

6. Residence District: 25 mph prima facie speed limit established per CVC 22352 (b)

7. Local Street: 25 mph prima facie speed limit established per C VC 40802 (b)(1)
92%
81%
76%
80%
80%
35 - 44
41 - 50
41 - 50
38 43
49 52
33 45
2, 4, & 5
1 & 4
1, 3, 4, & 5
2 & 4
1, 4, 8c, 8h & 8i
--
1 & 4
--
1 & 4
--
1, 4, & 5
83%
71%
67%
78%24 - 33
27 - 36
29 - 38
86%
79%
28 - 37
23 - 32
28 - 37
19 - 28
31 - 4039
35 33
37 36
27 45
45 30
35 30
30 30
30 25
35 35
35 35
50 50
45 25
35 35
30 35

55. 49.

50. 51.

52. 53.

54. 45.

46. 47.

48. 2 Recommended speed is determined in accordance with methodologies, procedures and guidelines contained in the California Manual on Uniform Traffic Control Devices (Caltrans, 2014 Edition) and California Vehicle Code (CVC).

3. Roadway characteristics not readily apparent to a driver such as shifting alignment, sight distance constraints, railroad crossings, curves, lack of sidewalks, etc.

4. 10 mph Pace Speed

5. Parking Practices
25 RK21142.1 // 2259-2025-04 4
Table 2 | Total Number of Roadway Segment Collisions 2021 2022 2023 2024 2025 Total Number of
Collisions
Alicia Parkway
City Limits to SR-73
Alicia Parkway
SR-73 to Pacific Park Dr.

Aliso Creek Road
Alicia Pkwy. to Aliso Viejo Pkwy. (South)
Aliso Creek Road
Aliso Viejo Pkwy. (South) to Pacific Park Dr.

Aliso Creek Road
Pacific Park Dr. to Glenwood Dr.

Aliso Creek Road
Glenwood Dr. to El Toro Rd.

Canyon Vistas
Pacific Park Dr to Silkwood
Canyon Wren Lane
Westwing to El Toro Rd.

Cedarbrook
Glenwood Dr. to Da Vinci
Cedarbrook
Glenwood Dr. to Aliso Viejo Pkwy.

Cedarbrook
Aliso Viejo Pkwy. to Park
Chase
Pacific Park Dr. to Thistledown
City Lights Drive
Pacific Park Dr. to Grand
Columbia
Aliso Creek Rd. to Aliso Viejo Pkwy.

Da Vinci
Glenwood Dr. to Cedarbrook
Deerhurst
Pacific Park Dr. to Wolverine Wy.

Eastwind
Briarglen to Amber
Eastwing
Westwing to Aliso Creek Rd.

Enterprise
Pacific Park Dr. to Aliso Viejo Pkwy.

Enterprise
Aliso Viejo Pkwy. to Aliso Creek Rd.

Glenwood Drive
Moulton Pkwy. to Aliso Creek Rd.

Glenwood Drive
Aliso Creek Rd. to Enterprise
Hollyoak
Alicia Pkwy. to Laurelmont
Hopseed
Wood Vista Way to Hollyleaf
Journey
Pacific Park Dr. to Aliso Creek Rd.

La Paz Road
Pacific Park Dr. to SR-73
Laurelmont
Alicia Pkwy. to Hollyoak
Liberty
Aliso Viejo Pkwy. to Aliso Creek Rd.
2 2 1 1 7
1 1 4 2 12
0 1 1 0 2
0 0 0 0 0
1 1 1 1 9
0 4 5 2 15
1 1 4 1 13
3 1 2 1 7
3 5 4 2 19
5 1 0 1 7
3 0 2 1 7
4 5 4 1 16
0 0 0 0 0
1 2 0 0 4
1 0 0 1 2
1 3 2 1 9
1 0 1 0 4
0 0 2 1 5
3 2 1 2 11
0 0 1 0 1
0 0 0 1 1
1 4 2 0 7
0 1 1 0 3
4 3 6 27
3 3 2 2 11
5 9 3 21
2 2 4 2 12
25 30 19 100
10 9 7 3 35
10 11 5 38
2 7 9 4 24
3 6 1 19
4 6 4 7 29
5 6
14 0
10 33.

20. 27.

28. 29.

30. 31.

32. 14.

Roadway Segment

1. 2

3. 4.
5 6.

7. 8.
4 8

21. 22.

23. 24.

25. 26.

15. 16.

17. 18.

19. 12
6 6
2 9.

10. 11.

12. 13.
2 3
0 0
0 1
4 1
4 2
0 5
0 1
2 0
1 0
2 2
1 4
0 0
5 4
6 26
RK21142.1 // 2259-2025-04 5
Table 2 | Total Number of Roadway Segment Collisions 2021 2022 2023 2024 2025 Total Number of
CollisionsRoadway Segment
Oakgrove
Pacific Grove Dr. to Wood Canyon Dr. (North)
Oak View Drive
Westridge Dr. to Wood Canyon Dr.

Pacific Park Drive
Enterprise to Chase
Pacific Park Drive
Chase to Aliso Viejo Pkwy.

Pacific Park Drive
Aliso Viejo Pkwy. to Alicia Pkwy.

Pacific Park Drive
Alicia Pkwy. to Mareblu
Peppertree
Pacific Park Dr. to knuckle curve
Pursuit
Liberty to curve
Pursuit
Curve to Aliso Creek Rd.

Sanborn
Chase to Wood Canyon Dr.

Summerfield
Aliso Creek Rd. to Autumnglen
Via Iglesia
Moulton Pkwy. to cul-de-sac
Westwing
Calle Corta to Aliso Creek Rd.

Wood Canyon Drive
Pacific Park Dr. to Boundary Oak
Wood Canyon Drive
Boundary Oak to Calypso St.

Wood Canyon Drive
Knollwood to Hope St.

Wood Vista Way
Hopseed to Canyon Vistas
Argonaut Loop
Argonaut to Glenwood Dr.

Brookline
End of Street to Aliso Creek Rd.

Columbia Loop
Columbia to Columbia
Journey Loop
Journey to Journey
Morning Ridge / Creekside / Woodside
Pacific Park Dr. to Alicia Pkwy.

60. 1 0 1 2 0 4

58. 0 0 0 0 0 0

59. 3 0 0 0 1 4

56. 1 0 2 0 0 3

57. 0 2 1 1 0 4
0 0 0 0 1
2 4 2 0 10
4 1 1 2 8
1 2 2 1 10
0 2 2 0 9
0 3 3 2 9
2 2 1 1 6
1 1 1 0 4
2 0 0 1 4
2 3 2 1 11
1 2 3 0 7
1 0 1 1 3
1 1 2 1 6
0 1 0 0 1
2 2 0 3 8
8 10 13 9 55
1 1 2 1 7
3 5 5 3 21
18 16 16 12 77
1 2 1 0 6
2 3 2 2 11
0 2 5 0 8

51. 52.

53. 54.

55. 45.

46. 47.

48. 49.

50. 39.

40. 41.

42. 43.

44. 34.

35. 36.

37. 38.
1 Collision data obtained from the California Crash Report 2 2
1 3
1 0
1 0
1 15
2 5
15 1
2 0
4 5
1 0
1 1
27 RK21142.1 // 2259-2025-04 6
Table 3 | Safety Corridors — Adjusted Number of Collisions Per Roadway Segment Number of
Collisions
Number of
Fatal Collisions
Number of
Severe
Collisions
Number of
Pedestrian
Involved
Collisions
Number of
Bicyclist
Involved
Collisions
Adjusted
No. of
Collisions1,2
Alicia Parkway
City Limits to SR-73
Alicia Parkway
SR-73 to Pacific Park Dr.

Aliso Creek Road
Alicia Pkwy. to Aliso Viejo Pkwy. (South)
Aliso Creek Road
Aliso Viejo Pkwy. (South) to Pacific Park Dr.

Aliso Creek Road
Pacific Park Dr. to Glenwood Dr.

Aliso Creek Road
Glenwood Dr. to El Toro Rd.

Canyon Vistas
Pacific Park Dr to Silkwood
Canyon Wren Lane
Westwing to El Toro Rd.

Cedarbrook
Glenwood Dr. to Da Vinci
Cedarbrook
Glenwood Dr. to Aliso Viejo Pkwy.

Cedarbrook
Aliso Viejo Pkwy. to Park
Chase
Pacific Park Dr. to Thistledown
City Lights Drive
Pacific Park Dr. to Grand
Columbia
Aliso Creek Rd. to Aliso Viejo Pkwy.

Da Vinci
Glenwood Dr. to Cedarbrook
Deerhurst
Pacific Park Dr. to Wolverine Wy.

Eastwind
Briarglen to Amber
Eastwing
Westwing to Aliso Creek Rd.

Enterprise
Pacific Park Dr. to Aliso Viejo Pkwy.

Enterprise
Aliso Viejo Pkwy. to Aliso Creek Rd.

Glenwood Drive
Moulton Pkwy. to Aliso Creek Rd.

Glenwood Drive
Aliso Creek Rd. to Enterprise
Hollyoak
Alicia Pkwy. to Laurelmont
Hopseed
Wood Vista Way to Hollyleaf
Journey
Pacific Park Dr. to Aliso Creek Rd.

La Paz Road
Pacific Park Dr. to SR-73
Laurelmont
Alicia Pkwy. to Hollyoak
Liberty
Aliso Viejo Pkwy. to Aliso Creek Rd.
29 38
24 100
35 21
19 70
110
6 50 0 1 14.75
0 1 22.75
20 0 1 5.25
00 0 0 0.00
30 1 0 13.75
0 0 31.50
90 1 1 27.00
40 0 1 13.25
120 1 1 37.50
0 0 0.00
0 0 0 16.00
40 0 0 13.00
0 1 8.75
10 0 0 3.50
100 3 2 32.25
0 2 19.00
50 0 0 16.50
30 1 0 8.75
0 0 2.50
10 0 0 2.50
30 0 0 9.50
0 1 26.25
40 4 0 14.00
20 1 0 6.25
1 2 39.75
90 0 0 25.50
180 0 1 54.25
1 1 42.50
591 4 4 192.50
240 0 0 71.00
1 1 37.50
0 1 2 58.25
252 1 5 81.00
12 19
0 120
120
100
10 50
30 00
2 7
19 15
13 0
9 12
2 16
0 7
7 7
1 5
11 9
4 4
12 27
11 7
3 1

30. 31.

32. 33.

24. 25.

26. 27.

28. 29.

18. 19.

20. 21.

22. 23.

12. 13.

14. 15.

16. 17.

6. 7.

8. 9.

10. 11.

Roadway Segment

1. 2

3. 4.
5 28
RK21142.1 // 2259-2025-04 7
Table 3 | Safety Corridors — Adjusted Number of Collisions Per Roadway Segment Number of
Collisions
Number of
Fatal Collisions
Number of
Severe
Collisions
Number of
Pedestrian
Involved
Collisions
Number of
Bicyclist
Involved
Collisions
Adjusted
No. of
Collisions1,2
Roadway Segment
Oakgrove
Pacific Grove Dr. to Wood Canyon Dr. (North)
Oak View Drive
Westridge Dr. to Wood Canyon Dr.

Pacific Park Drive
Enterprise to Chase
Pacific Park Drive
Chase to Aliso Viejo Pkwy.

Pacific Park Drive
Aliso Viejo Pkwy. to Alicia Pkwy.

Pacific Park Drive
Alicia Pkwy. to Mareblu
Peppertree
Pacific Park Dr. to knuckle curve
Pursuit
Liberty to curve
Pursuit
Curve to Aliso Creek Rd.

Sanborn
Chase to Wood Canyon Dr.

Summerfield
Aliso Creek Rd. to Autumnglen
Via Iglesia
Moulton Pkwy. to cul-de-sac
Westwing
Calle Corta to Aliso Creek Rd.

Wood Canyon Drive
Pacific Park Dr. to Boundary Oak
Wood Canyon Drive
Boundary Oak to Calypso St.

Wood Canyon Drive
Knollwood to Hope St.

Wood Vista Way
Hopseed to Canyon Vistas
Argonaut Loop
Argonaut to Glenwood Dr.

Brookline
End of Street to Aliso Creek Rd.

Columbia Loop
Columbia to Columbia
Journey Loop
Journey to Journey
Morning Ridge / Creekside / Woodside
Pacific Park Dr. to Alicia Pkwy.
2 The top 20% of roadway segments based on the adjusted number of collisions is highlighted blue.

60. 4 0 2 1 0 7.25

58. 0 0 0 0 0 0.00

59. 4 0 0 0 0 4.00

56. 3 0 2 0 0 6.00

57. 4 0 2 0 0 7.00
00 90
30 10
362
50 0 1 18.25
30 0 1 10.75
0 0 1.00
61 3 1 22.00
50 0 0 15.50
0 0 8.50
30 1 0 8.75
10 0 0 12.50
40 0 0 13.00
1 0 4.75
30 0 2 11.00
00 0 0 1.00
50 0 2 16.00
3 6 115.25
30 0 0 11.50
170 0 2 47.00
410 4 5 140.75
4 0 14.50
80 1 0 23.25
50 1 0 15.75
6 11
7 4
4 9 6
77 55
7 1
8 3
8 6
11 21

54. 55.

48. 49.

50. 51.

52. 53.
1 The adjusted number of collisions is a sum of the number of collisions with the following factors applied:

Total Number of Collsions = 1.0
Number of Fatal Collsions = 3.0
Number of Severe Injury Collsions = 2.5
Number of Pedestrian / Bicyclist Related Collsions = 1.25 6 10
9 10
8 1
0 1 23.75
80 0 1 21.25
0 42.

43. 44.

45. 46.

47. 36.

37. 38.

39. 40.

41. 34.

35. 29
Exhibits
30 54
53 55
525150
49 48474645
4443
4241
3938374036
343533
3231
29 28
2726
25242322
21 20
191817 16
1514
12 13
11109
8 76
5 4
3 Windsong
21Canyon Vistas
Aliso Viejo Pkwy.

Cedarbrook
e mbia
Deerhurst
EastwingGlenwood Dr.City Lights Dr.

Hopseed
JourneyLibertyOakgroveOak Vi
Westwing
Moulton Pkwy.

El Toro Rd.

Alicia Pkwy.

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73CALIFORNIA
56ArgonautBrookline5758305960
ENGINEERINGGROUP INC.Exhibit AStudy Roadway Segment Location Map2259-2025-04ENGINEERING & TRAFFIC SURVEY // CITY OF ALISO VIEJO= Roadway Segments= Study Roadway Segment ID= Start/End Node of Roadway Segment10= Roadway Segment Extends Beyond NodeLegendN 31 54
53 55
525150
49 48474645
4443
4241
3938374036
343533
3231
29 28
2726
25242322
21 20
191817 16
1514
12 13
11109
8 76
5 4
3 Windsong
21Canyon Vistas
Aliso Viejo Pkwy.

Cedarbrook
e mbia
Deerhurst
EastwingGlenwood Dr.City Lights Dr.

Hopseed
JourneyLibertyOakgroveOak Vi
Westwing
Moulton Pkwy.

El Toro Rd.

Alicia Pkwy.

C
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73CALIFORNIA
56ArgonautBrookline5758305960
ENGINEERINGGROUP INC.Exhibit BRecommended Speed Limits= Roadway Segments= Study Roadway Segment ID= Start/End Node of Roadway Segment10= Roadway Segment Extends Beyond NodeRecommended Speed Limits= Decrease in Existing Speed Limit= 25 MPH= 30 MPH= 35 MPH= 40 MPH= 45 MPH= Same Speed Limit as Existing LegendN 2259-2025-04ENGINEERING & TRAFFIC SURVEY // CITY OF ALISO VIEJO 32 54
53 55
525150
49 48474645
4443
4241
3938374036
343533
3231
29 28
2726
25242322
21 20
191817 16
1514
12 13
11109
8 76
5 4
3 Windsong
21Canyon Vistas
Aliso Viejo Pkwy.

Cedarbrook
e mbia
Deerhurst
EastwingGlenwood Dr.City Lights Dr.

Hopseed
JourneyLibertyOakgroveOak Vi
Westwing
Moulton Pkwy.

El Toro Rd.

Alicia Pkwy.

C
a
n y
o
n

W
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n

L
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Wood Vista Way
CanWrenLn.yonIles
AlisoOak
ia
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Viag
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Rd.

Rd.eek
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DaV
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73CALIFORNIA
56ArgonautBrookline5758305960
ENGINEERINGGROUP INC.Exhibit CSafety Corridors2259-2025-04ENGINEERING & TRAFFIC SURVEY // CITY OF ALISO VIEJO LegendN
= Safety Corridors= Roadway Segments= Study Roadway Segment ID= Start/End Node of Roadway Segment10= Roadway Segment Extends Beyond Node 33 Appendices
34 Appendix A
CA MUTCD Section 2B.21
35 Chapter 2B – Regulatory Signs, Barricade, and Gates January 18, 2026 Part 2 Signs

SPEED LIMIT SIGNS AND PLAQUES
Section 2B.21 Speed Limit Sign (R2-1)
Support:
01 In general, the maximum speed limits applicable to rural and urban roads are established:

A. Statutorily – a maximum speed limit applicable to a particular class of road, such as freeways or city streets, that is established by State law; or
B. As speed zones – based on engineering studies.
02 State statutory limits might restrict the maximum speed limit that can be established on a particular road, notwithstanding what an engineering study might indicate. 03 Agencies with designated authorities to set speed limits, which include States, and sometimes local jurisdictions, can establish non-statutory speed limits or designate reduced speed zones using an engineering study. Setting appropriate speed limits is especially important to ensure safety for all road users in varying types of contexts, particularly on roadways where adjacent land use suggests that trips could be served by varied modes. These situations include urban and suburban non-freeway arterials or rural arterials that serve as main streets in smaller communities, consistent with the context classifications of urban core, urban, suburban, and rural towns found in “A Policy on Geometric Design of Highways and Streets,” 2018 Edition, AASHTO. When setting a speed limit, a range of factors such as land-use context, pedestrian and bicyclist activity, crash history, intersection spacing, driveway density, roadway geometry, roadside conditions, roadway functional classification, traffic volume, and observed speeds can influence the speed limit determined in the engineering study. The engineering study will determine which of the recommended factors will prevail in setting the speed limit. 04 Jurisdictions can use speed limit setting tools and methods such as expert systems and those consistent with the safe system approach as part of the required engineering study for a non-statutory speed limit. As speed limit setting tools vary, jurisdictions need to be aware of their limitations and advantages, possible variation between the tools and the need to explore gaps or weaknesses of tools, and weigh the output accordingly in consideration of setting speed limits. 04a The setting of speed limits can be controversial and requires a rational and defensible determination to maintain public confidence. Speed limits are normally set near the 85th-percentile speed that statistically represents one standard deviation above the average speed and establishes the upper limit of what is considered reasonable and prudent. As with most laws, speed limits need to depend on the voluntary compliance of the greater majority of motorists. Speed limits cannot be set arbitrarily low, as this would create violators of the majority of drivers and would not command the respect of the public. Artificially low speed limits can lead to poor compliance as well as large variations in speed within the traffic stream. Increased speed variance can also create more conflicts and passing maneuvers.
05 To achieve desired operating speeds, agencies often implement other speed management strategies concurrently with setting speed limits, such as traffic calming measures, geometric design features, speed safety cameras, and increased enforcement.
05a The most effective way to reduce speeds is through a combination of strategies using traffic control devices related to speed management, roadway design and engineering solutions, traffic calming techniques and measures, public education, and enforcement efforts. Effectively managing road user speed relies on numerous factors, which include enforcement, roadway characteristics, surrounding environment, adjacent land use, and traffic control devices. Many studies find that engineering changes, such as change a road’s infrastructure, are one of the most important factors in reducing vehicle operating speeds. Engineering changes are also one of the most effective interventions at reducing pedestrian injury and fatality rates. Potential street engineering changes, such as curb extensions, median islands, raised crosswalks, roundabouts, and speed bumps or speed humps, naturally result in lower speeds. It is realized that these engineering changes can be costly and time-consuming to implement.

Standard:
06 Speed zones (other than statutory speed limits) shall only be established on the basis of an engineering and traffic survey (E&TS), also noted as an engineering study that has been performed in accordance with traffic engineering practices. The engineering study shall consider the roadway context.

Guidance:
07 The engineering study should consider the roadway context. Among the factors that should be considered when conducting an engineering study for establishing or reevaluating speed limits within speed zones are the following:

A. Roadway environment not readily apparent to the driver (CVC § 627) (such as roadside development, number and frequency of driveways and access points, and land use), functional classification, public transit volume and California MUTCD 2026 Edition
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36 Chapter 2B – Regulatory Signs, Barricade, and Gates January 18, 2026 Part 2 Signs
location or frequency of stops, parking practices, and pedestrian and bicycle facilities and activity; B. Roadway characteristics not readily apparent to the driver (CVC § 627) (such as lane widths, shoulder condition, grade, alignment, median type, and sight distance);
C. Geographic context (such as an urban district, rural town center, non-urbanized rural area, or suburban area residential district, business district, business activity district), and multi-modal trip generation; D. Reported crash experience for at least a 12 36-month period; E. Speed distribution of free-flowing vehicles including the pace, median (50th-percentile), and 85th- precentile percentile speeds; and
F. A review of past speed studies to identify any trends in operating speeds (CVC § 22358.8) Support:
07a Refer to FHWA’s List of Known Errors for error in Paragraph 7, Item E text. Refer to Section 1A.04 for more details.

Guidance:
08 When the 85th-percentile speed is appreciably greater than the posted speed limit, and the roadway context does not support setting a higher speed limit, the engineering (not E&TS) study should consider whether changes to geometric features, enforcement, and/or other speed-reduction countermeasures might improve compliance with the posted speed limit. A similar approach should be used if the results of past speed studies indicate that the 85th-percentile speed has consistently increased.
09 On urban and suburban arterials, and on rural arterials that serve as main streets through developed areas of communities, the 85th-percentile speed should not be used to set speed limits without consideration of all factors described in Paragraph 7 of this Section.

Standard:
10 On a freeway, expressway, or rural highway (outside urbanized locations or conditions), On a highway, the speed limit that is posted within a speed zone should shall be within 5 mph 12.4 mph of the 85th-percentile speed of free- flowing motor-vehicle traffic under the following conditions:

A. All factors described in Paragraph 7 of this Section have been considered and determined to be non- mitigating.

B. The measures described in Paragraph 8 of this Section have been considered to the extent practicable.

Guidance:
11 State and local agencies should conduct engineering studies to reevaluate non-statutory speed limits on segments of their roadways that have undergone significant changes since the last review (such as changes to roadway context, the addition or elimination of parking or driveways, changes in the number of travel lanes, changes in the configuration of bicycle lanes, changes to road geometrics, changes in traffic control signal coordination, or significant changes in traffic volumes).
12 Speed studies for signalized intersection approaches should be taken outside the influence area of the traffic control signal, which is generally considered to be approximately ½ mile, to avoid obtaining skewed results for the speed distribution. If the signal spacing is less than 1 mile, the speed study should be at approximately the middle of the segment.

Support:
12a Speed limits in California are governed by the CVC , §§ 22348 through 22413; also, pertinent sections are found in §§ 627 and 40802 and others referenced in this section. Refer to Section 1A.05 for information regarding this publication. 12b Refer to Part 6, Section 6B.01 for speed limit signs in temporary traffic control zones. Refer to Part 7 for speed limit signs in school areas.

Basic Speed Law and Prima Facie Speed Limits – Refer to CVC §§ 22350 & 22352 12c The basic speed law states “No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.”
Standard:
12d Prima facie speed limits are specific limits and shall apply unless changed based upon an E&TS and signs are posted that display the new speed limit.

Option:
12e Prima facie speed limits may be preempted by the basic speed law, when roadway, traffic or weather conditions warrant a lower speed.

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(FHWA’s MUTCD 2023 Edition, as amended for use in California)

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37 Chapter 2B – Regulatory Signs, Barricade, and Gates January 18, 2026 Part 2 Signs
Legal Authority for Establishing Speed Limits
Support:
12f Delegation of legal authority to set speed limits based on valid E&TS on State highways is given to Caltrans District Directors.

The District Director of each transportation district is authorized to issue orders regulating the speed of traffic, up to 70 mph on State highways. The Director of Caltrans retains the authority to approve variable, and minimum speed limits on State freeways.

Standard:
12g The speed limits shown in Table 2B-101(CA) shall apply, unless changed upon the basis of an E&TS.

Option:
12h The speed limits shown in Table 2B-102(CA) may apply, unless changed upon E&TS.

Variable Speed Limits on Freeways - Refer to CVC § 22355 12i The following speed limits may apply:
• Whenever Caltrans determines based upon an E&TS that the safe and orderly movement of traffic upon any freeway segment will be facilitated by the establishment of variable speed limits • Caltrans may erect, regulate, and control signs upon the state highway which is a freeway, or any portion thereof, which, if used, signs shall be designed to permit display of different speeds at various times of the day or night. • Such signs need not conform to the standards & specifications per CVC § 21400, but if used, shall be of sufficient size and clarity to give adequate notice of the applicable speed limit.

Minimum Speed Limits on State Highways - Refer to CVC § 22400 12j The following speed limits may apply:
• Whenever Caltrans determines based upon an E&TS that slow speeds on any part of a state highway consistently impede the normal and reasonable movement of traffic, Caltrans may determine and declare a minimum speed limit. Appropriate signs giving notice shall then be installed on that segment. • A motorist can be cited for stopping or impeding the normal and reasonable movement of traffic unless the stop is necessary for safe operation and in compliance with the law.

Engineering and Traffic Survey (E&TS)
Support:
12k CVC § 627 defines the term “Engineering and traffic survey” and lists its requirements.

Standard:
12l An E&TS shall include, among other requirements deemed necessary by Caltrans, consideration of all of the following:

A. Prevailing speeds as determined by traffic engineering measurements.

B. Collision records.

C. Highway, traffic, and roadside conditions not readily apparent to the driver.

Guidance:
12m The E&TS should contain sufficient information to document that the required three items of CVC § 627 are provided and that other conditions not readily apparent to a driver are properly identified. 12n Prevailing speeds are determined by a speed zone survey. A speed zone survey should include:

A. The intent of the speed measurements is to determine the actual speed of unimpeded traffic. The speed of traffic should not be altered by concentrated law enforcement, or other means, just prior to, or while taking the speed measurements.

B. Speeds should be read directly from a radar or other electronic speed measuring devices; or, C. Devices, other than radar, capable of accurately distinguishing and measuring the unimpeded speed of free flowing vehicles may be used.

D. A location should be selected where prevailing speeds are representative of the entire speed zone section. If speeds vary on a given route, more than one speed zone section may be required, with separate measurements for each section.

Locations for measurements should be chosen so as to minimize the effects of traffic signals or stop signs.

E. Speed measurements should be taken during off-peak hours between peak traffic periods on weekdays. If there is difficulty in obtaining the desired quantity, speed measurements may be taken during any period with free flowing traffic.

F. The weather should be fair (dry pavement) with no unusual conditions prevailing.

G. The surveyor and equipment should not affect the traffic speeds. For this reason, an unmarked car is recommended, and the radar speed meter located as inconspicuously as possible.

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38 Chapter 2B – Regulatory Signs, Barricade, and Gates January 18, 2026 Part 2 Signs
H. In order for the sample to be representative of the actual traffic flow, the minimum sample should be 100 vehicles in each survey. In no case should the sample contain less than 50 vehicles.

I. Short speed zones of less than 0.5 miles should be avoided, except in transition areas.

J. Speed zone changes should be coordinated with changes in roadway conditions or roadside development.

K. Speed zoning should be coordinated with adjacent jurisdictions.

Support:
12o Physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to the driver, in the absence of other factors, would not require special downward speed zoning. Refer to CVC § 22358.5.

Option:
12p When qualifying an appropriate speed limit, local authorities may also consider all of the following findings:

A. Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:

1. Upon one side of the highway, within 0.25 miles, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.

2. Upon both sides of the highway, collectively, within a distance of 0.25 miles the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.

3. The portion of highway is larger than 0.25 miles but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph 1 or 2 above.

B. Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused. 12q The following two forms may be used to document speed zoning based on an E&TS to establish speed limits:

1. State Highways - The E&TS for State highways is made under the direction of the Caltrans District traffic engineer. Long form should be used to document the data and reports including:
a. One copy of Speed Zone Survey Sheet (Refer to Figure 2B-101(CA)) showing:
• A north arrow
• Name and/or highway number of the route to be zoned
• Post Mile or other distance measurement
• Limits of the proposed zones for each direction of travel • Roads and crossroad names, number and width of lanes, indicate parking restrictions • Appropriate notations showing type of roadside development, such as “scattered business,” “solid residential,” etc.

Schools adjacent to the highway are shown, but other buildings need not be plotted unless they are a factor in the speed recommendation or the point of termination of a speed zone. • Collision rates for the zones involved
• Annual average daily traffic volume
• Location of traffic signals, signs and markings
• If the highway is divided, the limits of zones for each direction of travel • Plotted 85th percentile and pace speeds at location taken showing speed profile b. A report to the District Director that includes:
• The reason for the initiation of speed zone survey. • Recommendations and supporting reasons.
• The enforcement jurisdictions involved and the recommendations and opinions of those officials. • The stationing or reference post in mileage at the beginning and ending of each proposed zone and any intermediate equations. Location ties must be given to readily identifiable physical features.

2. Roadways under the jurisdiction of City or County:
a. Short form may be used for documenting speed zoning (Figure 2B-104(CA)). b. Determination of Speed Limits - Figures 2B-103(CA) & 2B-104(CA) show examples of data sheets which may be used to record speed observations. Specific types of vehicles may be tallied by use of letter symbols in appropriate squares. 12r In most situations, the short form for local streets and roads will be adequate; however, the procedure or long form used on State highways may be used at the option of the local agency.

California MUTCD 2026 Edition
(FHWA’s MUTCD 2023 Edition, as amended for use in California)

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39 Chapter 2B – Regulatory Signs, Barricade, and Gates January 18, 2026 Part 2 Signs
Guidance:
12s The establishment of a speed limit of more than 5 mph below the 85th percentile speed should be done with great care as studies have shown that establishing a speed limit less than the 85th percentile generally results in an increase in collision rates; in addition, this may make violators of a disproportionate number of the reasonable majority of drivers.

Support:
12t Generally, the most decisive evidence of conditions not readily apparent to the driver are identified in collision histories. 12u Speed limits are established at or near the 85th percentile speed, which is defined as that speed at or below which 85 percent of the traffic is moving. The 85th percentile speed is often referred to as the critical speed. Pace speed is defined as the 10 mph increment of speed containing the largest number of vehicles (Refer to Figure 2B-102(CA)). The lower limit of the pace is plotted on the Speed Zone Survey Sheets as an aid in determining the proper zone limits. Speed limits higher than the 85th percentile speed are not generally considered reasonable and prudent. Speed limits below the 85th percentile speed does not ordinarily facilitate the orderly movement of traffic and require constant enforcement to maintain compliance. Speed limits established on the basis of the 85th percentile speed conform to the consensus of those who drive highways as to what speed is reasonable and prudent, and are not dependent on the judgment of one or a few individuals. 12v The majority of drivers comply with the basic speed law. Speed limits set at or near the 85th percentile speed provide law enforcement officers with a limit to cite drivers who will not conform to what the majority considers reasonable and prudent. Further studies show that establishing a speed limit at less than the 85th percentile (Critical Speed) generally results in an increase in collision rates.

Option:
12w When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, as indicated in collision records, speed limits somewhat below the 85th percentile may be justified. Concurrence and support of enforcement officials are necessary for the successful operation of a speed zone.

Guidance:
12x Speed zones of less than 0.5 miles in rural locations, 0.25 miles for urban locations, and short transition zones should be avoided.

Support:
12y Any existing E&TS that was performed before January 1, 2022 in accordance with previous traffic control device standards is not required to be updated until it is due for reevaluation per the 5, 7 or 14 year criteria. An E&TS can originally exist for 7 years and may be extended to 14 years if the conditions are met.

CVC § 22358.6 – 85th-Percentile speed, Rounding, 5 mph Increment, 5 mph speed reduction and Maximum Speed Reduction Standard:
12z When a speed limit is to be posted, it shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic (CVC § 22358.6(a)), except as shown in the two Options described in paragraphs 12aa and 12ab, or if using additional 5 mph speed reduction for safety corridor designation (CVC § 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC § 22358.7(a)(2)).

Option:
12aa For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed limit may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC §§ 627 and 22358.5.

CVC §§ 22353, 22353.2, 22353.3, 22353.4, and 22353.5, may also be considered, if applicable. Refer to Standard below for documentation requirements. Refer to CVC § 22358.6(b).
12ab For cases in which rounding the 85th-percentile speed to the nearest 5 mph increment would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed. Refer to CVC § 21400(b). Refer to CVC § 22358.6(c).

Standard:
12ac If 5 mph reduction is applied to the 85th percentile speed after it is rounded to the nearest 5 mph increment and the required rounding is a rounding down, to establish posted speed limit, an E&TS shall document in writing the conditions and justification for the 5 mph reduction and be approved by a registered Civil or Traffic Engineer. The reasons for the lower speed limit shall be in compliance with CVC §§ 627 and 22358.5. Refer to § 22358.6(b). 12ad If the 85th percentile speed is rounded down to the lower 5 mph increment, in cases in which the 85th percentile speed California MUTCD 2026 Edition
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40 Chapter 2B – Regulatory Signs, Barricade, and Gates January 18, 2026 Part 2 Signs
needs to round up to the nearest 5 mph increment, to establish posted speed limit, the speed limit shall not be reduced any further pursuant to CVC § 22358.6(b).
12ae The total reduction from the 85th percentile speed shall not exceed 12.4 mph. Refer to CVC § 22358.6(e).

Support:
12af Refer to Table 2B-103(CA), which provides examples of 85th-percentile speed values and the application of the speed limit policies and criteria applicable per CVC §§ 22358.6 and 22358.7.

CVC § 22358.7 – Safety corridor and Land or Facilities Generating High Concentrations of Bicyclists and Pedestrians Standard:
12ag Additional lowering of the speed limits from standards, as included in paragraph 12z and Options as described in paragraphs 12aa, and 12ab, is prohibited, except for the roadway segments designated as “safety corridor” or “land or facilities that generate high concentrations of bicyclists and pedestrians” in compliance with CVC §§ 22358.6(d) and 22358.7.

Option:
12ah Caltrans or local authority may additionally lower the speed limits by 5 mph from the final value determined based on paragraphs 12z, 12aa and 12ab if, after completing an E&TS, it finds that the speed limit is still more than is reasonable or safe, for either of the following reasons:

1. The portion of a highway has been designated as a safety corridor.

2. The portion of highway meets the definition of land or facility that generates high concentrations of bicyclists or pedestrians.

CVC § 22358.7(a)(1) – “Safety Corridor” Definition
Standard:
12ai A safety corridor shall be defined as a roadway segment within an overall roadway network where the highest number of serious injury and fatality crashes occur.
12aj One or more crash weighting factors as provided in paragraph 12ak of this section shall be used to prioritize the locations of fatal and serious injury crashes in developing the “Safety Corridor”.

Option:
12ak The crash weighting factors to prioritize the locations of fatal and serious injury crashes in developing the "Safety Corridor" may include, but are not limited to, the factors included in Table 2B-104(CA). 12al Data used to determine a safety corridor may be from the most recent E&TS performed. The crash data source may include, but is not limited to, California Highway Patrol’s (CHP) Statewide Integrated Traffic Records System (SWITRS).

Standard:
12am The prioritized subset of safety corridors shall:

1. Identify specific locations with high crash occurrences.

2. Identify corridor-level segments with a pattern of crash reoccurrence.

3. Be able to be stratified by mode.
12an Safety corridors shall represent a prioritized subset of the overall roadway network within an authority’s responsibilities and shall not exceed one-fifth of the overall roadway network.

Guidance:
12ao A jurisdiction should use three to five years of the most recent crash data to determine a safety corridor based on Fatal and Serious Injury data.

Option:
12ap For crash coverage, safety corridors may identify the subset of the overall roadway network where a minimum of 25% of the Fatal + Serious Injury (F+SI) crashes occur.
12aq To identify logical termini, the geographic extent of a safety corridor may be determined by non-engineering staff.

Standard:
12ar A licensed professional engineer shall sign off on logical termini identified for a safety corridor using existing E&TS.

Option:
12as Crash/Volume rate may be used to provide additional locations to be included in the safety corridor. Local agencies may use proactive measures as indicators.

CVC § 22358.7(a)(2) – “Land or facility that generates high concentrations of bicyclists or pedestrians” definition

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(FHWA’s MUTCD 2023 Edition, as amended for use in California)

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41 Chapter 2B – Regulatory Signs, Barricade, and Gates January 18, 2026 Part 2 Signs
Standard:
12at A land or facility that generates high concentrations of bicyclists or pedestrians shall be defined as the portion of the highway where one or more of any of the generators listed in Table 2B-105(CA) are present within a distance of 1320 feet longitudinally of highway, and meets condition specified in paragraph 12au. 12au Crash data demonstrates the highway segment is within the top twenty percent of pedestrian and/or bicyclist fatalities or serious injuries over a three-to-five-year.
12av A highway segment shall be defined as the portion of the highway where a location that meets the aforementioned criteria is present within a distance of 1320 feet longitudinally of highway.

Option:
12aw A highway segment may be longer than 1320 feet longitudinally of highway provided that a minimum of one location within the top twenty percent of fatal and serious injury pedestrian and/or bicyclist crashes within a three-to-five-year period is present for every 1320 feet.

Standard:
12ax The top twenty percent of pedestrian and/or bicyclist fatalities or serious injury crashes within a three to five year period shall be based on the geographic area within the jurisdiction.

Option:
12ay A high concentration of pedestrians and bicyclists may be longer than 1320 feet longitudinally of highway provided that a minimum of one generator is present for every 1320 feet. 12az Data used to determine high concentration locations may be obtained from the most recently performed E&TS.

CVC § 22358.8 (Retain currently adopted or restore immediately prior speed limit) 12ba Caltrans or a local authority may retain the currently adopted speed limit without further reduction or restore the immediately prior adopted speed limit on a highway that is not a freeway without further reduction as provided in CVC § 22358.8.

Standard:
12bb Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by Caltrans Director’s Order for SHS or local ordinance for highways under local jurisdiction, if after completing an E&TS, Caltrans or a local authority finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit. 12bc If Caltrans or a local authority decides to use lower speed limit based on CVC § 22358.8, after completing an E&TS and finding that the speed limit is still more than is reasonable or safe, it shall not be reduced by any more than 5 mph from the currently adopted speed limit nor below the immediately prior speed limit. Refer to CVC § 22358.8(b). 12bd CVC § 22358.8 shall not be applicable to a roadway that is a freeway.

CVC § 22358.9 – Business Activity District
Option:
12be Caltrans or a local authority may, by Caltrans Director’s Order for SHS or local ordinance for highways under local jurisdiction, determine and declare a 25 or 20 mph prima facie speed limit on a highway that is not a freeway and that is contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 mph if the highway segment meets all of the following conditions:

1. A maximum of four traffic lanes.

2. A maximum posted 30 mph prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 mph speed limit.

3. A maximum posted 25 mph prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 mph speed limit.
12bf A “business activity district” is that portion of a highway that is not a freeway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets a least three of the following four requirements:

4. No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.

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

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42 Chapter 2B – Regulatory Signs, Barricade, and Gates January 18, 2026 Part 2 Signs

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

7. Marked crosswalk(s) not controlled by a traffic control device.

Standard:
12bg Caltrans or a local authority shall not declare a prima facie speed limit on a portion of a highway where it has already lowered the speed limit as permitted for designated safety corridors (CVC § 22358.7) or using the land or facility adjacent to high concentration of pedestrians and bicyclists (CVC § 22358.7) or retained the currently adopted speed limit (CVC § 22358.8) or have restored the immediately prior adopted speed limit (CVC § 22358.8). Refer to CVC § 22358.9(c). 12bh CVC § 22358.9 shall not be applicable to a roadway that is a freeway.

Support:
12bi CVC §§ 22358.7, 22358.8 and 22358.9 and their related policies are also applicable on any privately owned and maintained roads or commercial establishments, if the private road or private property has been subjected to the CVC application by the private property owner or a particular city or county enacts an ordinance or resolution to this effect. Refer to CVC §§ 21100, 21100.1, 21107, 21107.5, 21107.6, and 21107.7.

Truck Speed Zone on Descending Grades
Guidance:
12bj Highway descending grades, if used for posting TRUCK Speed Limit signs (R2-1 and M4-4P) for trucks travelling downhill, should have recorded incident history of runaway commercial vehicles. Descending grades shorter than 1 mile should be avoided for posting signs because deceleration of vehicles due to braking action can generally provide sufficient control on descending grades of less than 1 mile.

Support:
12bk To establish a downhill truck speed limit, a physical profile showing length and gradient and a downhill speed profile for three or more axle commercial vehicles with a gross rating of 10,000 lbs. or more will be provided.

Standard:
12bl Speed profiles for truck speed limits shall be prepared on the same form as other speed surveys and remain valid for up to 7 years and may be extended to 14 years if conditions are met. An analysis of collisions involving trucks shall be prepared.

Speed Traps
Support:
12bm Refer to CVC § 40802 for Speed Traps.

Standard:
12bn A speed trap shall not apply to a local street, road, school zone, senior zone, or business activity district.

Support:
12bo Senior zone is an 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 CVC § 22352.
12bp Business activity district is a section of highway described in CVC § 22358.9(b) in which a standard 25 mph or 20 mph speed limit sign has been posted pursuant to CVC § 22358.9(a)(1).

Standard:
12bq A section of highway shall be defined as a speed trap if the prima facie speed limit is not justified by an E&TS within five years, and the enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects, or seven years when using radar and all of the criteria specified in Paragraph 12bn are met. 12br This time provision shall be extended to seven years if the existing speed limit is initially valid for 5 years, when using radar and all of the following criteria are met:
• The arresting officer has successfully completed a minimum of 24 hours of radar operator course. Approved and certified by the Commission on Peace Officer Standards and Training. • The radar used to measure the speed meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within three years of the alleged violation. 12bs This time provision shall be extended to seven years if the existing speed limit is initially valid for 5 years, when using laser or other electronic device (other than radar) and all of the following criteria are met:

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43 Chapter 2B – Regulatory Signs, Barricade, and Gates January 18, 2026 Part 2 Signs
• The arresting officer has successfully completed a minimum of 24 hours of radar operator course. Approved and certified by the Commission on Peace Officer Standards and Training. • The arresting officer has successfully completed a minimum of 2 hours of additional training. Course approved and certified by the Commission on Peace Officer Standards and Training . • The laser or other electronic device used to measure the speed meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within three years of the alleged violation.

Option:
12bt This time provision for an E&TS may be extended to fourteen years when all of the above conditions are met and no significant changes in roadway or traffic conditions have occurred, including changes in adjoining property or land use, roadway width, or traffic volume as determined by a registered engineer.

Standard:
13 The Speed Limit (R2-1) sign (see Figure 2B-3) shall display the limit established by law, ordinance, resolution, regulation, or as adopted by the authorized agency based on an engineering study. The speed limits displayed shall be in multiples of 5 mph.
14 Speed Limit (R2-1) signs, indicating speed limits for which posting is required by law, shall be located at the points of change from one speed limit to another.

Guidance:
14a Sections 2A.13 and 2A.16 provide guidance provisions on the location and lateral offset for signs.

Option:
14b Where speed zones are longer than 1-mile, intermediate signs may be placed at approximate 1 mile intervals. 14c For three or more lanes in each direction, dual installation on both the left-side and right-side of the roadway may be used.

Standard:
14d Freeways with a speed limit, 65 mph or 70 mph, Speed Limit (R2-1) signs shall be posted as follows:
• At the beginning of the segment, on the right-hand side of the roadway. • Subsequently throughout the segment, at a maximum of 10-mile interval and immediately after locations where significant volumes of traffic enter the segment, on the right-hand side of the roadway.

Option:
• The 10-mile interval may be modified to include locations following entrance ramps.

Standard:
14e Freeways segment where with a speed limit 55 mph, Speed Limit (R2-1) signs shall be posted as follows:
• The beginning of the segment on the right-hand side of the roadway. • Subsequently throughout the segment, at maximum 3-mile interval and immediately after locations where significant volumes of traffic enter the segment with no more than 3 interchanges between signs, on the right-hand side of the roadway.
14f Expressways with a speed limit 55 mph or 65 mph, Speed Limit (R2-1) signs shall be posted as follows:
• At the beginning of the segment, on the right-hand side of the roadway. • Subsequently throughout the segment, at 3- to 5-mile intervals and immediately after locations where significant volumes of traffic enter the segment, on the right-hand side of the roadway. 14g Conventional highways with a speed limit 55 mph or 65 mph, Speed Limit (R2-1) signs shall be posted as follows:
• At the beginning of the segment, on the right-hand side of the roadway. • Subsequently throughout the segment, at maximum 5- to 10-mile intervals and immediately after locations where significant volumes of traffic enter the segment, on the right-hand side of the roadway.

Option:
14h Pavement markings with appropriate numerals (refer to Section 3B.20) may be used to supplement speed limit signs.

Standard:
15 At the downstream end of the section to which a particular speed limit applies, a Speed Limit sign showing the next speed limit shall be installed.
16 Speed Limit signs indicating the statutory speed limits shall be installed at entrances to the State and, where California MUTCD 2026 Edition
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44 Chapter 2B – Regulatory Signs, Barricade, and Gates January 18, 2026 Part 2 Signs
appropriate, at jurisdictional boundaries in urban areas.

Guidance:
17 Additional Speed Limit signs should be installed beyond interchanges and major intersections and at other locations where it is necessary to remind road users of the speed limit that is applicable.

Standard:
17a The Speed Zone Ahead (R2-4(CA)) sign shall always be followed by a Speed Limit (R2-1) sign installed at the beginning of the zone where the speed limit applies.
17b The End Speed Limit (R3(CA)) signs, shall be placed at the end of the final speed zone, before the highway reverts to maximum statutory speed limit.
17c The End Speed Limit (R3(CA)) sign shall only be used to mark the end of a speed zone. 17d The End Speed Limit (R3(CA)) sign shall not be used at a transition into a change in speed limits within a reduced zone. 17e The End Speed Limit (R3(CA)) signs, shall be placed at the end of all speed zones and within a reasonable distance of no greater than 1000 ft from the next Speed Limit (R2-1) sign.

Option:
17f The Speed Zone Ahead (R2-4(CA)) sign (refer to Figure 2B-3(CA)) may be used to inform the motorist of a speed zone. 17g The End Truck Speed Limit (R2-14) sign or the R3(CA) sign (refer to Figure 2B-3(CA)) with the TRUCK (M4-4P) plaque may be used to mark the end of truck speed zones on descending grades. 17h The SLOWER TRAFFIC KEEP RIGHT (R4-3) signs may be installed at locations where there is a tendency of the motorists to drive in the left-hand lane(s) below the normal speed of traffic.

Truck and Bus Speed Limit Signs
Standard
17i The TRUCKS, 3 AXLES OR MORE 55 (R6-3B(CA)) sign, the ALL VEHICLES WHEN TOWING 55 (R6-4B(CA)) sign, or the Speed Limit (R2-1) sign and the TRUCK SPEED LIMIT(R2-2P) plaque, shall be placed to indicate the truck speed limit in all truck speed zones.
17j The Speed Limit (R2-1) sign and the BUS SPEED LIMIT (R2-2aP(CA)) plaque shall be placed to indicate bus speed limit in all bus speed zones.

Support:
17k Refer to Section 2B.22 for TRUCK and BUS speed zone signs.

Support:
18 The “Traffic Control Devices Handbook” contains suggested criteria on the spacing of speed limit signs. 18a Refer to FHWA’s List of Known Errors for error in Paragraph 18 text. Refer to Section 1A.04 for more details.

Guidance:
18b The Speed Limit (R2-1) signs and R6-3B(CA) and R6-4B(CA) signs should be placed in a location to be most effectively viewed by the approaching motorists.

Standard:
18c When used, the TRUCKS, 3 AXLES OR MORE 55 (R6-3B(CA)) sign shall be installed approximately 750 feet following each R2-1 sign, both at the beginning and throughout each 60, 65 or 70 mph segment. 18d The ALL VEHICLES WHEN TOWING 55 (R6-4B(CA)) sign shall be installed approximately 750 feet following the R6- 3B(CA) sign.

Guidance:
18e The R6-3B(CA) and R6-4B(CA) signs should be placed on highway segments where speeds in excess of 55 mph are permitted.

Option:
18f The existing AUTOS WITH TRAILERS, TRUCKS 55 MAXIMUM (R6-1(CA)) sign may remain in place until it is knocked down, damaged, stolen, vandalized, or otherwise reaches the end of its useful life. 18g The local California Highway Patrol office may be consulted to identify highway segments where enforcement is an issue. On these segments early replacement of existing R6-1(CA) signs may be necessary.

Support:
18h Refer to CVC § 22406 for types of vehicles subject to the 55 mph maximum speed limit.

Option:
19 If a jurisdiction has a policy of installing Speed Limit signs in accordance with statutory requirements only on the California MUTCD 2026 Edition
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45 Chapter 2B – Regulatory Signs, Barricade, and Gates January 18, 2026 Part 2 Signs
streets that enter a city, neighborhood, or residential area to indicate the speed limit that is applicable to the entire city, neighborhood, or residential area unless otherwise posted, a CITYWIDE (R2- 5aP), NEIGHBORHOOD (R2-5bP), or RESIDENTIAL (R2-5cP) plaque may be mounted above the Speed Limit sign and an UNLESS OTHERWISE POSTED (R2-5P) plaque may be mounted below the Speed Limit sign (see Figure 2B-3).

Support:
20 Section 2C.40 contains information about the use of speed zone signs to inform road users of a reduced or variable speed zone to provide advance notice to comply with the posted speed limit ahead.

Option:
21 If a W3-5b sign is posted to provide notice of a variable speed zone, an END VARIABLE SPEED LIMIT (R2-13) sign (see Figure 2B-3) may be installed at the downstream end of the zone to provide notice to road users of the termination of the speed zone.

Standard:
22 If a W3-5c sign is posted to provide notice of a truck speed zone, an END TRUCK SPEED LIMIT (R2-14) sign (see Figure 2B-3) shall be installed at the downstream end of the zone to provide notice to road users of the termination of the speed zone.

Guidance:
23 An advisory speed plaque (see Section 2C.59) mounted below a warning sign should be used to warn road users of an advisory speed for a roadway condition. A Speed Limit sign should not be used for this purpose. 24 Advance traffic control warning signs (see Section 2C.35), intersection warning signs (see Section 2C.41), and/or other traffic control devices are appropriate warning prior to a signalized intersection. A Speed Limit sign should not be used for this purpose.

Option:
25 Two types of Speed Limit signs may be used: one to designate passenger car speeds, including any nighttime information or maximum or minimum speed limit that might apply; and the other to show any special speed limits for trucks and other vehicles.

Guidance:
26 No more than three speed limits should be displayed on any one Speed Limit sign or assembly.

Speed Enforced Signs
Option:
26a The SPEED ENFORCED BY RADAR (R48(CA)) sign (refer to Figure 2B-3(CA)) may be used where the California Highway Patrol has received authority to use radar and requests such signs.

Guidance:
26b One sign should be used in each direction at the beginning of the segment of roadway, and at intervening major route intersections, where radar enforcement is in effect.

Support:
26c The R48(CA) sign is a stand-alone sign intended to alert motorists that speed is enforced by radar on a particular segment of roadway.

Option:
26d The RADAR ENFORCED (R48-1P(CA)) sign (refer to Figure 2B-3(CA)) may be used in combination with the Speed Limit (R2-1) sign on any roadway where law enforcement has the authority to use radar.

Guidance:
26e When used, the R48-1P(CA) sign should be placed below the R2-1 sign, at the beginning of the segment of roadway and at intervening major intersections, where radar enforcement is in effect.

Option:
26f The SPEED ENFORCED BY AIRCRAFT (R48-2(CA)) sign (refer to Figure 2B-3(CA)) may be placed, when requested by the California Highway Patrol, on sections of highway regularly patrolled by aircraft.

Standard:
26g The R48-2(CA) sign shall be used for both directions of travel.

Guidance:
26h The R48-2(CA) sign should be placed at the beginning of the section and spaced at 25-mile intervals.

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46 Chapter 2B – Regulatory Signs, Barricade, and Gates January 18, 2026 Part 2 Signs
Speed Zones in Temporary Traffic Control Areas
Support:
26i For signing and establishing speed zones in temporary traffic control areas, refer to Section 6B.01 in Part 6.

Traffic Signals within Speed Zones
Standard:
26j An agency changing the speed limits within its jurisdiction shall report the speed limit change to the agency operating and maintaining traffic signals within the speed zone no later than 30 days before changing the posted speed limit.

Support:
26k Changing the signal timing and adjusting the advance detector loops based on the revised speed limits can enhance the operations of the traffic signal.

Use of Metric System Designations – Refer to CVC § 21351.3 Option:
26l Dual units for speed limits on signs may be placed on local streets and roads in both Metric and English units.

Guidance:
26m If used, dual unit speed limits should be rounded to the nearest 10 km/h for Metric and 5 mph for English units for posting on signs on local streets and roads.

Support:
26n Refer to AASHTO’s Traffic Engineering Metric Conversion Factors. Refer to Section 1A.05 for information regarding this publication.

Standard:
26o Metric speed limits shall not be placed on State highways.

Option:
27 A variable speed limit sign that changes the speed limit for traffic and ambient conditions may be installed provided that the appropriate speed limit is displayed at the proper times and locations in accordance with Paragraphs 9 and 10 of this Section.

Standard:
28 The variable speed limit sign legend “SPEED LIMIT” shall be a black legend on a white retroreflective background. The variable speed limit legend shall be displayed in white LEDs on an opaque black background.

Support:
29 Section 2C.13 contains information about the use of a Vehicle Speed Feedback plaque mounted below a Speed Limit sign that displays to approaching drivers the speed at which they are traveling. 30 Advisory speed signs and plaques are discussed in Sections 2C.12 and 2C.59. Temporary traffic control zone speed signs are discussed in Part 6. The WORK ZONE (G20-5aP) plaque intended for installation above a Speed Limit sign is discussed in Section 6G.08. School Speed Limit signs are discussed in Section 7B.05.

Section 2B.22 Vehicle Speed Limit Plaques (R2-2P Series) Standard:
01 Where a special speed limit applies to certain classes of vehicles, the Truck Speed Limit (R2-2P) plaque, Bus Speed Limit (R2-2aP) plaque, Truck-Bus Speed Limit (R2-2bP) plaque, or Vehicles over X Tons Speed Limit (R2-2cP) plaque (see Figure 2B-3) shall be displayed below the Speed Limit (R2-1) sign, except as provided in Paragraph 2 of this Section.

Option:
01a Where a special speed limit applies to certain classes of vehicles, the TRUCKS, 3 AXLES OR MORE 55 (R6-3B(CA)) sign followed by the ALL VEHICLES WHEN TOWING 55 (R6-4B(CA)) sign may be used. Refer to Section 2B.21 and CVC § 22406. 02 The legend of a Vehicle Speed Limit (R2-2P series) plaque may be combined in a single sign and displayed below the SPEED LIMIT XX legend, similar to the Combined Maximum and Minimum Speed Limits (R2 -4a) sign (see Section 2B.24).

A different vehicle class legend may be substituted on the R2-2P series plaque for other classes of vehicles not included in Paragraph 1 of this Section.

Section 2B.23 Night Speed Limit Plaque (R2-3P)
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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 a 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 the facilities
22352.b &
22357.1

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48 Chapter 2B – Regulatory Signs, Barricades, and Gates (Tables) January 18, 2026 Part 2 Signs
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 the 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
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 when 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 of 70
mph
Caltrans
Freeways, after consultation with the California Highway Patrol, based upon an E&TS, or upon the basis of appropriate design standards and projected traffic volumes in the case of newly constructed freeway segments, for vehicles not subject to CVC 22406
22356

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Table 2B-103(CA). Examples Showing the Applicability of Rounding and Additional Speed Reduction
85th-Percentile
Speed (mph)
Rounding to the
nearest 5 mph
increment (CVC
22358.6(a))
If rounding to the
nearest is up, may
round down (CVC
22358.6(c))
If rounding to the
nearest is down, it
may additionally be
lowered 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

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50 Chapter 2B – Regulatory Signs, Barricades, and Gates (Tables) January 18, 2026 Part 2 Signs
Table 2B-104(CA). Safety Corridor Factors
Category Factors
Crash Weighting Factors to
Develop One Serious/Fatal Injury
Safety Corridor
▪ 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 ▪ Systemic or Predicted Crashes
Crash Density
Each roadway segment block may be converted into ~ 0.25-mile overlapping or contiguous “corridor” segments to create a consistent unit of measurement and assess the concentration of linear patterns of crashes within a defined distance. The highest scoring (i.e., most fatal and serious injury crashes per mile) “corridor” segments within a street need to be identified and an appropriate threshold set to determine safety corridor eligibility.

Maintenance The jurisdiction may establish a review and re-evaluation frequency for safety corridors.

However, such frequency need not exceed seven years.

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Table 2B-105(CA). Generators of High Concentrations of Bicyclists or Pedestrians Category Generator
Land Use
Employment centers
Presence of retail
Parks, multi-use trails, and recreational destinations
Schools/universities
Senior Centers
Cultural areas, entertainment space areas, or areas of community significance Religious facilities
Health/medical facilities
Transit Factors
Transit stops
Transit-Oriented Developments/Transit Priority Areas
Presence of Pedestrian/Bicyclist
Infrastructure
Sidewalk presence
Crosswalk presence
Bikeway presence
Nearby signalized intersections on four-way intersections Presence of micromobility devices such as bicycles or scooters Demographic Factors
Presence of vulnerable groups, including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused
MPO/RTPA or locally defined disadvantaged community status Presence of students (all levels)
Local Data Need identified in a safety analysis, such as a road safety audit or a formalized planning document, such as a local road safety plan

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52 Appendix BSpeed Survey Statistical Summary Sheets
53 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Alicia Parkway
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: City Limits - State Route 73
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 9:00
62 0 0 62 0
61 0 1 61 X 1 Time
60 0 0 60 0 To: 9:20
59 0 2 59 X X 2
58 1 3 58 X X X X 4 Existing
57 1 2 57 X X X 3 Speed Limit: 50 MPH
56 1 2 56 X X X 3
55 0 1 55 X 1
54 4 1 54 X X X X X 5
53 2 0 53 X X 2 *
52 1 4 52 X X X X X 5 *
51 3 7 51 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 50 4 4 50 X X X X X X X X 8 P % Over Pace: 6% 24% 19%
49 6 6 49 X X X X X X X X X X X X 12 A
48 5 2 48 X X X X X X X 7 C % In Pace: 74% 74% 73%
47 3 5 47 X X X X X X X X 8 E
46 7 2 46 X X X X X X X X X 9 * % Under Pace: 20% 2% 8% 45 2 4 45 X X X X X X 6 *
44 4 2 44 X X X X X X 6 * Average Speed: 48 MPH 50 MPH 49 MPH 43 1 1 43 X X 2
42 2 0 42 X X 2 Pace Speed: 45 - 54MPH 43 - 52MPH 44 - 53MPH 41 3 1 41 X X X X 4
40 0 0 40 0
39 0 0 39 0 15th Percentile / Critical Speed:44 MPH 45 MPH 45 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed:48 MPH 50 MPH 49 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed:53 MPH 57 MPH 54 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
54 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Alicia Parkway
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: State Route 73 - Pacific Park Drive 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 12:05
62 0 0 62 0
61 0 0 61 0 Time
60 0 1 60 X 1 To: 12:25
59 0 0 59 0
58 1 0 58 X 1 Existing
57 1 0 57 X 1 Speed Limit: 50 MPH
56 1 2 56 X X X 3
55 1 0 55 X 1
54 2 3 54 X X X X X 5 *
53 5 3 53 X X X X X X X X 8 *
52 5 3 52 X X X X X X X X 8 *
51 4 5 51 X X X X X X X X X 9 P Northbound Southbound Combined Statistics 50 1 4 50 X X X X X 5 A % Over Pace: 8% 6% 7%
49 2 5 49 X X X X X X X 7 C
48 4 5 48 X X X X X X X X X 9 E % In Pace: 78% 82% 80%
47 3 5 47 X X X X X X X X 8 *
46 8 4 46 X X X X X X X X X X X X 12 * % Under Pace: 14% 12% 13% 45 5 4 45 X X X X X X X X X 9 *
44 2 1 44 X X X 3 Average Speed: 49 MPH 49 MPH 49 MPH
43 0 2 43 X X 2
42 2 3 42 X X X X X 5 Pace Speed: 45 - 54MPH 45 - 54MPH 45 - 54MPH 41 2 0 41 X X 2
40 1 0 40 X 1
39 0 0 39 0 15th Percentile / Critical Speed:45 MPH 45 MPH 45 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed:48 MPH 49 MPH 48 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed:53 MPH 53 MPH 53 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
55 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Aliso Creek Road
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Alicia Parkway - Aliso Viejo Parkway South 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 12:00
62 0 0 62 0
61 0 0 61 0 Time
60 0 0 60 0 To: 12:20
59 0 0 59 0
58 1 0 58 X 1 Existing
57 1 0 57 X 1 Speed Limit: 50 MPH
56 2 0 56 X X 2
55 1 0 55 X 1
54 5 1 54 X X X X X X 6
53 2 4 53 X X X X X X 6 *
52 2 5 52 X X X X X X X 7 *
51 3 4 51 X X X X X X X 7 * Northbound Southbound Combined Statistics 50 3 4 50 X X X X X X X 7 P % Over Pace: 20% 0% 11%
49 2 7 49 X X X X X X X X X 9 A
48 6 4 48 X X X X X X X X X X 10 C % In Pace: 68% 92% 80% 47 5 7 47 X X X X X X X X X X X X 12 E
46 1 7 46 X X X X X X X X 8 * % Under Pace: 12% 8% 9%
45 4 3 45 X X X X X X X 7 *
44 6 1 44 X X X X X X X 7 * Average Speed: 49 MPH 48 MPH 48 MPH 43 0 1 43 X 1
42 3 2 42 X X X X X 5 Pace Speed: 44 - 53MPH 45 - 54MPH 44 - 53MPH 41 3 0 41 X X X 3
40 0 0 40 0
39 0 0 39 0 15th Percentile / Critical Speed:44 MPH 46 MPH 44 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed:48 MPH 48 MPH 48 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed:54 MPH 52 MPH 53 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25
56 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Aliso Creek Road
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Aliso Viejo Parkway South - Pacific Park Drive 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 10:35
62 0 0 62 0
61 0 0 61 0 Time
60 0 0 60 0 To: 10:55
59 1 1 59 X X 2
58 1 2 58 X X X 3 Existing
57 1 1 57 X X 2 Speed Limit: 50 MPH
56 3 2 56 X X X X X 5
55 3 2 55 X X X X X 5
54 1 3 54 X X X X 4 *
53 2 3 53 X X X X X 5 *
52 0 3 52 X X X 3 *
51 3 4 51 X X X X X X X 7 P Northbound Southbound Combined Statistics 50 3 4 50 X X X X X X X 7 A % Over Pace: 24% 16% 17%
49 6 3 49 X X X X X X X X X 9 C
48 7 5 48 X X X X X X X X X X X X 12 E % In Pace: 74% 70% 69% 47 4 4 47 X X X X X X X X 8 *
46 5 1 46 X X X X X X 6 * % Under Pace: 2% 14% 14%
45 3 5 45 X X X X X X X X 8 *
44 1 1 44 X X 2 Average Speed: 49 MPH 50 MPH 49 MPH
43 3 3 43 X X X X X X 6
42 2 2 42 X X X X 4 Pace Speed: 42 - 51MPH 45 - 54MPH 45 - 54MPH 41 1 0 41 X 1
40 0 1 40 X 1
39 0 0 39 0 15th Percentile / Critical Speed:45 MPH 45 MPH 45 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed:48 MPH 49 MPH 49 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed:55 MPH 55 MPH 55 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25
57 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Aliso Creek Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Pacific Park Drive - Glenwood Drive 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:45
52 0 1 52 X 1
51 0 0 51 0 Time
50 0 1 50 X 1 To: 1:05
49 3 2 49 X X X X X 5
48 3 1 48 X X X X 4 Existing
47 3 3 47 X X X X X X 6 * Speed Limit: 50 MPH
46 2 4 46 X X X X X X 6 *
45 3 5 45 X X X X X X X X 8 *
44 4 4 44 X X X X X X X X 8 P
43 3 7 43 X X X X X X X X X X 10 A
42 6 4 42 X X X X X X X X X X 10 C
41 5 5 41 X X X X X X X X X X 10 E Northbound Southbound Combined Statistics 40 2 5 40 X X X X X X X 7 * % Over Pace: 18% 8% 11%
39 5 3 39 X X X X X X X X 8 *
38 4 1 38 X X X X X 5 * % In Pace: 76% 82% 78%
37 4 1 37 X X X X X 5
36 0 1 36 X 1 % Under Pace: 6% 10% 11%
35 1 1 35 X X 2
34 2 1 34 X X X 3 Average Speed: 42 MPH 43 MPH 42 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 37 - 46MPH 39 - 48MPH 38 - 47MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:38 MPH 39 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:42 MPH 43 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:47 MPH 47 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
58 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Aliso Creek Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Glenwood Drive - El Toro Road
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 1 0 56 X 1
55 0 1 55 X 1
54 1 2 54 X X X 3 Time
53 6 2 53 X X X X X X X X 8 * From: 11:00
52 2 4 52 X X X X X X 6 *
51 4 3 51 X X X X X X X 7 * Time
50 3 4 50 X X X X X X X 7 P To: 11:20
49 1 3 49 X X X X 4 A
48 2 5 48 X X X X X X X 7 C Existing
47 9 2 47 X X X X X X X X X X X 11 E Speed Limit: 50 MPH 46 2 6 46 X X X X X X X X 8 *
45 7 5 45 X X X X X X X X X X X X 12 *
44 4 2 44 X X X X X X 6 *
43 3 5 43 X X X X X X X X 8
42 4 1 42 X X X X X 5
41 0 5 41 X X X X X 5 Eastbound Westbound Combined Statistics 40 1 0 40 X 1 % Over Pace: 4% 10% 5%
39 0 0 39 0
38 0 0 38 0 % In Pace: 80% 78% 76%
37 0 0 37 0
36 0 0 36 0 % Under Pace: 16% 12% 19%
35 0 0 35 0
34 0 0 34 0 Average Speed: 47 MPH 47 MPH 47 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 44 - 53MPH 43 - 52MPH 44 - 53MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:43 MPH 43 MPH 43 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:47 MPH 47 MPH 47 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:53 MPH 52 MPH 52 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/11/25
59 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Aliso Viejo Parkway
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Moulton Parkway - Aliso Creek Road North 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 2:55
62 0 0 62 0
61 0 0 61 0 Time
60 0 0 60 0 To: 3:15
59 0 0 59 0
58 1 1 58 X X 2 Existing
57 1 0 57 X 1 Speed Limit: 50 MPH
56 1 1 56 X X 2
55 2 1 55 X X X 3
54 4 1 54 X X X X X 5 *
53 1 4 53 X X X X X 5 *
52 4 1 52 X X X X X 5 *
51 4 4 51 X X X X X X X X 8 P Eastbound Westbound Combined Statistics 50 2 5 50 X X X X X X X 7 A % Over Pace: 6% 6% 8%
49 4 8 49 X X X X X X X X X X X X 12 C
48 3 7 48 X X X X X X X X X X 10 E % In Pace: 62% 80% 71% 47 5 2 47 X X X X X X X 7 *
46 2 4 46 X X X X X X 6 * % Under Pace: 32% 14% 21%
45 2 4 45 X X X X X X 6 *
44 0 1 44 X 1 Average Speed: 48 MPH 48 MPH 48 MPH
43 5 1 43 X X X X X X 6
42 3 4 42 X X X X X X X 7 Pace Speed: 46 - 55MPH 45 - 54MPH 45 - 54MPH 41 2 1 41 X X X 3
40 2 0 40 X X 2
39 1 0 39 X 1 15th Percentile / Critical Speed:42 MPH 45 MPH 43 MPH 38 0 0 38 0
37 1 0 37 X 1 50th Percentile / Critical Speed:48 MPH 49 MPH 48 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed:54 MPH 53 MPH 53 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
60 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Aliso Viejo Parkway
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Aliso Creek Road North - Enterprise 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 1 57 X 1 Date:
56 0 2 56 X X 2
55 0 1 55 X 1
54 0 1 54 X 1 Time
53 2 1 53 X X X 3 From: 3:15
52 0 1 52 X 1
51 2 3 51 X X X X X 5 Time
50 2 2 50 X X X X 4 To: 3:35
49 2 3 49 X X X X X 5 *
48 4 1 48 X X X X X 5 * Existing
47 1 3 47 X X X X 4 * Speed Limit: 50 MPH
46 4 2 46 X X X X X X 6 P
45 3 6 45 X X X X X X X X X 9 A
44 3 4 44 X X X X X X X 7 C
43 4 4 43 X X X X X X X X 8 E
42 9 2 42 X X X X X X X X X X X 11 *
41 3 2 41 X X X X X 5 * Eastbound Westbound Combined Statistics 40 3 5 40 X X X X X X X X 8 * % Over Pace: 12% 24% 18%
39 2 2 39 X X X X 4
38 4 2 38 X X X X X X 6 % In Pace: 72% 64% 68%
37 1 2 37 X X X 3
36 0 0 36 0 % Under Pace: 16% 12% 14%
35 1 0 35 X 1
34 0 0 34 0 Average Speed: 44 MPH 46 MPH 45 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 40 - 49MPH 40 - 49MPH 40 - 49MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:39 MPH 40 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:43 MPH 45 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:49 MPH 51 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
61 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Aliso Viejo Parkway
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Enterprise - Aliso Creek Road South 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 1 59 X 1
58 0 0 58 0
57 1 2 57 X X X 3 Date:
56 2 1 56 X X X 3
55 0 1 55 X 1
54 6 3 54 X X X X X X X X X 9 * Time
53 2 2 53 X X X X 4 * From: 1:25
52 5 6 52 X X X X X X X X X X X 11 *
51 2 3 51 X X X X X 5 P Time
50 2 3 50 X X X X X 5 A To: 1:45
49 3 5 49 X X X X X X X X 8 C
48 3 7 48 X X X X X X X X X X 10 E Existing
47 6 6 47 X X X X X X X X X X X X 12 * Speed Limit: 50 MPH 46 4 2 46 X X X X X X 6 *
45 4 4 45 X X X X X X X X 8 *
44 3 1 44 X X X X 4
43 2 0 43 X X 2
42 1 3 42 X X X X 4
41 3 0 41 X X X 3 Northbound Southbound Combined Statistics 40 0 0 40 0 % Over Pace: 6% 10% 8%
39 0 0 39 0
38 1 0 38 X 1 % In Pace: 74% 82% 78%
37 0 0 37 0
36 0 0 36 0 % Under Pace: 20% 8% 14%
35 0 0 35 0
34 0 0 34 0 Average Speed: 48 MPH 49 MPH 49 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 45 - 54MPH 45 - 54MPH 45 - 54MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:44 MPH 45 MPH 45 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:48 MPH 49 MPH 48 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:54 MPH 54 MPH 54 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/17/25
62 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Autumnglen
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Aliso Creek Road - Summerfield
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:45
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:45
39 1 0 39 X 1
38 0 0 38 0 Existing
37 0 1 37 X 1 Speed Limit: 30 MPH
36 3 0 36 X X X 3
35 0 4 35 X X X X 4
34 1 2 34 X X X 3 *
33 4 4 33 X X X X X X X X 8 *
32 5 8 32 X X X X X X X X X X X X X 13 *
31 5 6 31 X X X X X X X X X X X 11 P Eastbound Westbound Combined Statistics 30 6 3 30 X X X X X X X X X 9 A % Over Pace: 8% 2% 9%
29 9 2 29 X X X X X X X X X X X 11 C
28 4 5 28 X X X X X X X X X 9 E % In Pace: 88% 82% 84%
27 3 5 27 X X X X X X X X 8 *
26 5 2 26 X X X X X X X 7 * % Under Pace: 4% 16% 7%
25 2 3 25 X X X X X 5 *
24 1 2 24 X X X 3 Average Speed: 30 MPH 30 MPH 30 MPH
23 0 2 23 X X 2
22 1 1 22 X X 2 Pace Speed: 25 - 34MPH 26 - 35MPH 25 - 34MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:26 MPH 25 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:29 MPH 30 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:33 MPH 33 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/11/25
63 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Boundary Oak
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Wood Canyon Drive - Pacific Grove Drive 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:30
42 0 0 42 0
41 0 0 41 0 Time
40 0 1 40 X 1 To: 3:00
39 1 1 39 X X 2
38 3 2 38 X X X X X 5 Existing
37 5 1 37 X X X X X X 6 * Speed Limit: N/P MPH
36 4 3 36 X X X X X X X 7 *
35 1 6 35 X X X X X X X 7 *
34 8 3 34 X X X X X X X X X X X 11 P
33 4 3 33 X X X X X X X 7 A
32 7 2 32 X X X X X X X X X 9 C
31 2 10 31 X X X X X X X X X X X X 12 E Northbound Southbound Combined Statistics 30 4 6 30 X X X X X X X X X X 10 * % Over Pace: 2% 8% 8% 29 4 4 29 X X X X X X X X 8 *
28 3 3 28 X X X X X X 6 * % In Pace: 84% 82% 83%
27 1 1 27 X X 2
26 2 2 26 X X X X 4 % Under Pace: 14% 10% 9%
25 1 1 25 X X 2
24 0 0 24 0 Average Speed: 33 MPH 32 MPH 32 MPH
23 0 0 23 0
22 0 1 22 X 1 Pace Speed: 29 - 38MPH 28 - 37MPH 28 - 37MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:29 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:33 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/17/25
64 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Canyon Vistas
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pacific Park Drive - Silkwood
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:25
42 2 0 42 X X 2
41 1 2 41 X X X 3 Time
40 0 0 40 0 To: 12:35
39 1 3 39 X X X X 4
38 3 1 38 X X X X 4 Existing
37 1 2 37 X X X 3 Speed Limit: 35 MPH
36 7 3 36 X X X X X X X X X X 10 *
35 4 2 35 X X X X X X 6 *
34 6 4 34 X X X X X X X X X X 10 *
33 2 7 33 X X X X X X X X X 9 P
32 5 5 32 X X X X X X X X X X 10 A
31 3 3 31 X X X X X X 6 C Eastbound Westbound Combined Statistics 30 4 2 30 X X X X X X 6 E % Over Pace: 6% 16% 16%
29 1 4 29 X X X X X 5 *
28 2 5 28 X X X X X X X 7 * % In Pace: 72% 78% 74%
27 1 4 27 X X X X X 5 *
26 2 2 26 X X X X 4 % Under Pace: 22% 6% 10%
25 1 0 25 X 1
24 1 1 24 X X 2 Average Speed: 33 MPH 32 MPH 32 MPH
23 0 0 23 0
22 1 0 22 X 1 Pace Speed: 30 - 39MPH 27 - 36MPH 27 - 36MPH 21 2 0 21 X X 2
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:27 MPH 28 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:34 MPH 32 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/17/25
65 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Canyon Wren Lane
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Westwing - El Toro Road
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 2 0 44 X X 2 Time
43 1 1 43 X X 2 From: 9:00
42 2 3 42 X X X X X 5
41 1 1 41 X X 2 Time
40 1 2 40 X X X 3 To: 9:55
39 4 2 39 X X X X X X 6
38 5 4 38 X X X X X X X X X 9 * Existing
37 7 1 37 X X X X X X X X 8 * Speed Limit: 30 MPH
36 5 4 36 X X X X X X X X X 9 *
35 4 3 35 X X X X X X X 7 P
34 7 6 34 X X X X X X X X X X X X X 13 A
33 2 3 33 X X X X X 5 C
32 2 6 32 X X X X X X X X 8 E
31 2 3 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 1 3 30 X X X X 4 * % Over Pace: 12% 18% 20%
29 3 6 29 X X X X X X X X X 9 *
28 1 2 28 X X X 3 % In Pace: 78% 78% 77%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 10% 4% 3%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 34 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40MPH 29 - 38MPH 29 - 38MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:32 MPH 29 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:36 MPH 34 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:39 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/11/25
66 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Cedarbrook
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Glenwood Drive - Da Vinci
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:20
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:15
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 30 MPH
36 0 0 36 0
35 1 4 35 X X X X X 5
34 2 4 34 X X X X X X 6
33 2 2 33 X X X X 4
32 1 2 32 X X X 3
31 3 4 31 X X X X X X X 7 * Northbound Southbound Combined Statistics 30 4 3 30 X X X X X X X 7 * % Over Pace: 2% 0% 18%
29 5 5 29 X X X X X X X X X X 10 *
28 9 5 28 X X X X X X X X X X X X X X 14 P % In Pace: 86% 74% 80% 27 5 3 27 X X X X X X X X 8 A
26 7 5 26 X X X X X X X X X X X X 12 C % Under Pace: 12% 26% 2% 25 5 3 25 X X X X X X X X 8 E
24 1 4 24 X X X X X 5 * Average Speed: 28 MPH 28 MPH 28 MPH 23 2 2 23 X X X X 4 *
22 2 3 22 X X X X X 5 * Pace Speed: 25 - 34MPH 26 - 35MPH 22 - 31MPH 21 1 1 21 X X 2
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:25 MPH 24 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:28 MPH 28 MPH 28 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:31 MPH 34 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/9/25
67 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Cedarbrook
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Glenwood Drive - Aliso Viejo Parkway 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 3:10
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:55
39 0 0 39 0
38 1 1 38 X X 2 Existing
37 0 8 37 X X X X X X X X 8 * Speed Limit: 35 MPH
36 3 0 36 X X X 3 *
35 3 7 35 X X X X X X X X X X 10 *
34 6 2 34 X X X X X X X X 8 P
33 5 2 33 X X X X X X X 7 A
32 2 3 32 X X X X X 5 C
31 4 3 31 X X X X X X X 7 E Northbound Southbound Combined Statistics 30 6 2 30 X X X X X X X X 8 * % Over Pace: 2% 2% 2%
29 2 9 29 X X X X X X X X X X X 11 *
28 6 5 28 X X X X X X X X X X X 11 * % In Pace: 78% 82% 78% 27 2 4 27 X X X X X X 6
26 2 0 26 X X 2 % Under Pace: 20% 16% 20%
25 2 1 25 X X X 3
24 2 1 24 X X X 3 Average Speed: 30 MPH 31 MPH 31 MPH
23 1 2 23 X X X 3
22 2 0 22 X X 2 Pace Speed: 27 - 36MPH 28 - 37MPH 28 - 37MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:25 MPH 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:30 MPH 31 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:34 MPH 37 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/9/25
68 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Cedarbrook
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Aliso Viejo Parkway - Park
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:05
42 0 0 42 0
41 2 0 41 X X 2 Time
40 1 0 40 X 1 To: 2:00
39 1 0 39 X 1
38 3 1 38 X X X X 4 Existing
37 3 5 37 X X X X X X X X 8 * Speed Limit: 35 MPH
36 1 2 36 X X X 3 *
35 3 5 35 X X X X X X X X 8 *
34 4 3 34 X X X X X X X 7 P
33 2 5 33 X X X X X X X 7 A
32 3 7 32 X X X X X X X X X X 10 C
31 5 7 31 X X X X X X X X X X X X 12 E Northbound Southbound Combined Statistics 30 5 2 30 X X X X X X X 7 * % Over Pace: 20% 2% 8%
29 3 3 29 X X X X X X 6 *
28 3 3 28 X X X X X X 6 * % In Pace: 68% 84% 74%
27 5 2 27 X X X X X X X 7
26 0 0 26 0 % Under Pace: 12% 14% 18%
25 1 1 25 X X 2
24 1 1 24 X X 2 Average Speed: 32 MPH 32 MPH 32 MPH
23 3 1 23 X X X X 4
22 1 1 22 X X 2 Pace Speed: 27 - 36MPH 28 - 37MPH 28 - 37MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:27 MPH 28 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:31 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 36 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
69 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Chase
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pacific Park Drive - Thistledown
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:45
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:05
39 0 0 39 0
38 0 0 38 0 Existing
37 1 2 37 X X X 3 Speed Limit: 35 MPH
36 1 2 36 X X X 3
35 4 2 35 X X X X X X 6
34 1 0 34 X 1
33 0 1 33 X 1 *
32 0 3 32 X X X 3 *
31 5 7 31 X X X X X X X X X X X X 12 * Northbound Southbound Combined Statistics 30 8 8 30 X X X X X X X X X X X X X X X X 16 P % Over Pace: 14% 12% 13% 29 2 6 29 X X X X X X X X 8 A
28 7 8 28 X X X X X X X X X X X X X X X 15 C % In Pace: 84% 88% 84% 27 8 4 27 X X X X X X X X X X X X 12 E
26 4 1 26 X X X X X 5 * % Under Pace: 2% 0% 3%
25 5 5 25 X X X X X X X X X X 10 *
24 1 1 24 X X 2 * Average Speed: 29 MPH 30 MPH 29 MPH
23 1 0 23 X 1
22 1 0 22 X 1 Pace Speed: 22 - 31MPH 24 - 33MPH 24 - 33MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:25 MPH 27 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:28 MPH 29 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:31 MPH 32 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/16/25
70 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: City Lights Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pacific Park Drive - Grand
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 0 43 0 From: 12:35
42 0 0 42 0
41 2 1 41 X X X 3 Time
40 1 2 40 X X X 3 To: 1:25
39 3 2 39 X X X X X 5
38 3 5 38 X X X X X X X X 8 * Existing
37 3 2 37 X X X X X 5 * Speed Limit: 35 MPH
36 2 1 36 X X X 3 *
35 4 1 35 X X X X X 5 P
34 3 8 34 X X X X X X X X X X X 11 A
33 4 4 33 X X X X X X X X 8 C
32 3 6 32 X X X X X X X X X 9 E
31 8 4 31 X X X X X X X X X X X X 12 * Northbound Southbound Combined Statistics 30 2 4 30 X X X X X X 6 * % Over Pace: 12% 8% 12%
29 5 1 29 X X X X X X 6 *
28 2 5 28 X X X X X X X 7 % In Pace: 74% 74% 73%
27 1 1 27 X X 2
26 0 1 26 X 1 % Under Pace: 14% 18% 15%
25 1 1 25 X X 2
24 0 0 24 0 Average Speed: 33 MPH 33 MPH 33 MPH
23 3 0 23 X X X 3
22 0 0 22 0 Pace Speed: 29 - 38MPH 30 - 39MPH 29 - 38MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:29 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:38 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/17/25
71 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Columbia
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Aliso Creek Road - Aliso Viejo Parkway 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 0 43 0 From: 12:10
42 1 0 42 X 1
41 0 2 41 X X 2 Time
40 0 2 40 X X 2 To: 1:05
39 3 1 39 X X X X 4
38 1 1 38 X X 2 Existing
37 0 2 37 X X 2 Speed Limit: 35 MPH
36 3 5 36 X X X X X X X X 8 *
35 2 3 35 X X X X X 5 *
34 2 4 34 X X X X X X 6 *
33 4 3 33 X X X X X X X 7 P
32 3 5 32 X X X X X X X X 8 A
31 8 3 31 X X X X X X X X X X X 11 C Eastbound Westbound Combined Statistics 30 3 7 30 X X X X X X X X X X 10 E % Over Pace: 20% 18% 14% 29 0 2 29 X X 2 *
28 5 2 28 X X X X X X X 7 * % In Pace: 78% 74% 74%
27 7 3 27 X X X X X X X X X X 10 *
26 4 1 26 X X X X X 5 % Under Pace: 2% 8% 12%
25 3 0 25 X X X 3
24 0 2 24 X X 2 Average Speed: 31 MPH 33 MPH 32 MPH
23 0 1 23 X 1
22 1 0 22 X 1 Pace Speed: 25 - 34MPH 27 - 36MPH 27 - 36MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:26 MPH 28 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:31 MPH 32 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:36 MPH 37 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/11/25
72 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Da Vinci
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Glenwood Drive - Cedarbrook
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:20
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 30 MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 1 1 33 X X 2
32 3 2 32 X X X X X 5 *
31 3 2 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 5 3 30 X X X X X X X X 8 * % Over Pace: 2% 6% 2%
29 9 3 29 X X X X X X X X X X X X 12 P
28 4 4 28 X X X X X X X X 8 A % In Pace: 88% 88% 87%
27 5 5 27 X X X X X X X X X X 10 C
26 3 8 26 X X X X X X X X X X X 11 E % Under Pace: 10% 6% 11% 25 3 6 25 X X X X X X X X X 9 *
24 5 7 24 X X X X X X X X X X X X 12 * Average Speed: 27 MPH 26 MPH 27 MPH 23 4 3 23 X X X X X X X 7 *
22 2 3 22 X X X X X 5 Pace Speed: 23 - 32MPH 22 - 31MPH 23 - 32MPH 21 3 2 21 X X X X X 5
20 0 1 20 X 1
19 0 0 19 0 15th Percentile / Critical Speed:23 MPH 23 MPH 23 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:27 MPH 26 MPH 26 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:30 MPH 30 MPH 30 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/9/25
73 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Deerhurst
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pacific Park Drive - Wolverine Way 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 2 0 46 X X 2
45 3 1 45 X X X X 4
44 0 0 44 0 Time
43 2 1 43 X X X 3 From: 9:00
42 1 2 42 X X X 3
41 2 3 41 X X X X X 5 Time
40 0 3 40 X X X 3 To: 9:50
39 2 4 39 X X X X X X 6 *
38 2 5 38 X X X X X X X 7 * Existing
37 4 2 37 X X X X X X 6 * Speed Limit: 35 MPH
36 6 3 36 X X X X X X X X X 9 P
35 3 1 35 X X X X 4 A
34 5 6 34 X X X X X X X X X X X 11 C
33 3 3 33 X X X X X X 6 E
32 7 3 32 X X X X X X X X X X 10 *
31 1 7 31 X X X X X X X X 8 * Northbound Southbound Combined Statistics 30 3 3 30 X X X X X X 6 * % Over Pace: 20% 14% 20%
29 2 1 29 X X X 3
28 2 2 28 X X X X 4 % In Pace: 72% 74% 73%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 8% 12% 7%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 35 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39MPH 31 - 40MPH 30 - 39MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:31 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:35 MPH 34 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:42 MPH 40 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25
74 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Eastwind
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Briarglen - Amber
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:35
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:10
39 1 1 39 X X 2
38 3 0 38 X X X 3 Existing
37 3 0 37 X X X 3 Speed Limit: 30 MPH
36 0 0 36 0
35 2 2 35 X X X X 4
34 2 2 34 X X X X 4
33 0 2 33 X X 2
32 5 4 32 X X X X X X X X X 9 *
31 4 2 31 X X X X X X 6 * Eastbound Westbound Combined Statistics 30 4 3 30 X X X X X X X 7 * % Over Pace: 22% 14% 18%
29 2 3 29 X X X X X 5 P
28 6 4 28 X X X X X X X X X X 10 A % In Pace: 76% 74% 75% 27 6 3 27 X X X X X X X X X 9 C
26 2 4 26 X X X X X X 6 E % Under Pace: 2% 12% 7%
25 1 8 25 X X X X X X X X X 9 *
24 5 3 24 X X X X X X X X 8 * Average Speed: 30 MPH 28 MPH 29 MPH 23 3 3 23 X X X X X X 6 *
22 1 4 22 X X X X X 5 Pace Speed: 23 - 32MPH 23 - 32MPH 23 - 32MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:24 MPH 23 MPH 24 MPH 18 0 1 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed:29 MPH 27 MPH 28 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:35 MPH 32 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/9/25
75 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Eastwing
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Westwing - Aliso Creek Road
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 1 1 46 X X 2
45 2 2 45 X X X X 4
44 3 2 44 X X X X X 5 Time
43 2 0 43 X X 2 From: 11:20
42 4 1 42 X X X X X 5
41 1 2 41 X X X 3 Time
40 3 2 40 X X X X X 5 To: 12:10
39 1 3 39 X X X X 4 *
38 4 6 38 X X X X X X X X X X 10 * Existing
37 2 5 37 X X X X X X X 7 * Speed Limit: 40 MPH
36 4 4 36 X X X X X X X X 8 P
35 3 3 35 X X X X X X 6 A
34 4 5 34 X X X X X X X X X 9 C
33 1 0 33 X 1 E
32 3 3 32 X X X X X X 6 *
31 2 2 31 X X X X 4 * Northbound Southbound Combined Statistics 30 4 4 30 X X X X X X X X 8 * % Over Pace: 12% 20% 26%
29 0 1 29 X 1
28 1 1 28 X X 2 % In Pace: 56% 70% 63%
27 4 2 27 X X X X X X 6
26 0 1 26 X 1 % Under Pace: 32% 10% 11%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 36 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 34 - 43MPH 30 - 39MPH 30 - 39MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:36 MPH 36 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:43 MPH 41 MPH 42 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/11/25
76 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Enterprise
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pacific Park Drive - Aliso Viejo Parkway 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 3:35
42 1 1 42 X X 2
41 1 1 41 X X 2 Time
40 2 3 40 X X X X X 5 To: 4:00
39 3 2 39 X X X X X 5
38 2 4 38 X X X X X X 6 * Existing
37 4 6 37 X X X X X X X X X X 10 * Speed Limit: 35 MPH
36 6 7 36 X X X X X X X X X X X X X 13 *
35 4 1 35 X X X X X 5 P
34 3 5 34 X X X X X X X X 8 A
33 3 5 33 X X X X X X X X 8 C
32 6 4 32 X X X X X X X X X X 10 E
31 5 2 31 X X X X X X X 7 * Northbound Southbound Combined Statistics 30 3 1 30 X X X X 4 * % Over Pace: 14% 4% 14%
29 4 3 29 X X X X X X X 7 *
28 2 1 28 X X X 3 % In Pace: 80% 78% 78%
27 0 3 27 X X X 3
26 0 1 26 X 1 % Under Pace: 6% 18% 8%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 34 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38MPH 31 - 40MPH 29 - 38MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:34 MPH 34 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:38 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
77 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Enterprise
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Aliso Viejo Parkway - Aliso Creek Road 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:05
42 0 0 42 0
41 0 1 41 X 1 Time
40 2 1 40 X X X 3 To: 1:35
39 1 2 39 X X X 3
38 3 2 38 X X X X X 5 Existing
37 3 1 37 X X X X 4 Speed Limit: 40 MPH
36 1 4 36 X X X X X 5 *
35 2 3 35 X X X X X 5 *
34 5 6 34 X X X X X X X X X X X 11 *
33 3 2 33 X X X X X 5 P
32 4 7 32 X X X X X X X X X X X 11 A
31 4 5 31 X X X X X X X X X 9 C Eastbound Westbound Combined Statistics 30 6 5 30 X X X X X X X X X X X 11 E % Over Pace: 18% 12% 16% 29 6 6 29 X X X X X X X X X X X X 12 *
28 5 3 28 X X X X X X X X 8 * % In Pace: 80% 84% 82%
27 4 1 27 X X X X X 5 *
26 0 0 26 0 % Under Pace: 2% 4% 2%
25 1 1 25 X X 2
24 0 0 24 0 Average Speed: 32 MPH 33 MPH 32 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 27 - 36MPH 28 - 37MPH 27 - 36MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:28 MPH 29 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:31 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 36 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/11/25
78 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Glenwood Drive
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Moulton Parkway - Aliso Creek Road 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 1 1 54 X X 2 Time
53 1 1 53 X X 2 From: 1:15
52 0 3 52 X X X 3
51 4 2 51 X X X X X X 6 Time
50 3 1 50 X X X X 4 To: 1:35
49 1 0 49 X 1
48 5 2 48 X X X X X X X 7 * Existing
47 6 6 47 X X X X X X X X X X X X 12 * Speed Limit: 50 MPH 46 1 2 46 X X X 3 *
45 4 6 45 X X X X X X X X X X 10 P
44 2 3 44 X X X X X 5 A
43 2 5 43 X X X X X X X 7 C
42 7 3 42 X X X X X X X X X X 10 E
41 3 2 41 X X X X X 5 * Eastbound Westbound Combined Statistics 40 2 3 40 X X X X X 5 * % Over Pace: 4% 20% 18%
39 2 5 39 X X X X X X X 7 *
38 2 3 38 X X X X X 5 % In Pace: 70% 76% 71%
37 1 2 37 X X X 3
36 2 0 36 X X 2 % Under Pace: 26% 4% 11%
35 1 0 35 X 1
34 0 0 34 0 Average Speed: 45 MPH 44 MPH 44 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 42 - 51MPH 38 - 47MPH 39 - 48MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:39 MPH 39 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:45 MPH 44 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 50 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/9/25
79 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Glenwood Drive
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Aliso Creek Road - Enterprise
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 1:45
62 0 0 62 0
61 0 0 61 0 Time
60 0 0 60 0 To: 2:05
59 0 0 59 0
58 1 0 58 X 1 Existing
57 5 1 57 X X X X X X 6 Speed Limit: 50 MPH
56 0 0 56 0
55 2 1 55 X X X 3
54 3 2 54 X X X X X 5 *
53 4 2 53 X X X X X X 6 *
52 3 1 52 X X X X 4 *
51 2 2 51 X X X X 4 P Northbound Southbound Combined Statistics 50 4 4 50 X X X X X X X X 8 A % Over Pace: 2% 14% 10%
49 4 6 49 X X X X X X X X X X 10 C
48 6 6 48 X X X X X X X X X X X X 12 E % In Pace: 66% 74% 66% 47 4 4 47 X X X X X X X X 8 *
46 1 3 46 X X X X 4 * % Under Pace: 32% 12% 24%
45 2 3 45 X X X X X 5 *
44 1 4 44 X X X X X 5 Average Speed: 49 MPH 47 MPH 48 MPH 43 0 1 43 X 1
42 1 4 42 X X X X X 5 Pace Speed: 48 - 57MPH 42 - 51MPH 45 - 54MPH 41 4 1 41 X X X X X 5
40 1 3 40 X X X X 4
39 1 1 39 X X 2 15th Percentile / Critical Speed:42 MPH 42 MPH 42 MPH 38 1 1 38 X X 2
37 0 0 37 0 50th Percentile / Critical Speed:49 MPH 47 MPH 48 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed:55 MPH 51 MPH 53 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/17/25
80 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Hollyoak
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Alicia Parkway - Laurelmont
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:20
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 10:15
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 1 0 32 X 1
31 4 0 31 X X X X 4 Eastbound Westbound Combined Statistics 30 1 0 30 X 1 % Over Pace: 2% 2% 11%
29 4 1 29 X X X X X 5
28 1 6 28 X X X X X X X 7 * % In Pace: 78% 94% 86%
27 3 2 27 X X X X X 5 *
26 2 5 26 X X X X X X X 7 * % Under Pace: 20% 4% 3%
25 5 3 25 X X X X X X X X 8 P
24 5 8 24 X X X X X X X X X X X X X 13 A Average Speed: 24 MPH 23 MPH 24 MPH 23 6 4 23 X X X X X X X X X X 10 C
22 8 5 22 X X X X X X X X X X X X X 13 E Pace Speed: 22 - 31MPH 19 - 28MPH 19 - 28MPH 21 3 6 21 X X X X X X X X X 9 *
20 1 4 20 X X X X X 5 *
19 5 4 19 X X X X X X X X X 9 * 15th Percentile / Critical Speed:21 MPH 20 MPH 20 MPH 18 0 1 18 X 1
17 1 0 17 X 1 50th Percentile / Critical Speed:24 MPH 23 MPH 24 MPH 16 0 1 16 X 1
15 0 0 15 0 85th Percentile / Critical Speed:29 MPH 27 MPH 28 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
81 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Hopseed
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Wood Vista Way - Hollyleaf
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0 *
41 0 0 41 0 * Time
40 0 0 40 0 * To: 11:00
39 0 0 39 0 P
38 0 0 38 0 A Existing
37 0 0 37 0 C Speed Limit: 25 MPH
36 0 1 36 X 1 E
35 1 0 35 X 1 *
34 0 0 34 0 *
33 1 0 33 X 1 *
32 0 0 32 0
31 0 0 31 0 Eastbound Westbound Combined Statistics
30 0 0 30 0 % Over Pace: 0% 0% 0%
29 0 0 29 0
28 0 0 28 0 % In Pace: 75% 50% 50%
27 0 0 27 0
26 1 0 26 X 1 % Under Pace: 25% 50% 50%
25 0 0 25 0
24 0 0 24 0 Average Speed: 29 MPH 29 MPH 29 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 26 - 35MPH 36 - 45MPH 33 - 42MPH 21 1 1 21 X X 2
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:21 MPH 21 MPH 21 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:26 MPH 21 MPH 26 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:35 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 4 2 GRAND TOTALS 6

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/16/25
82

Page 1 ends

City of Aliso Viejo
Hopseed
B/ Lantana - Golden Rain
24 Hour Directional Speed Survey

ASV029S
Site Code: 105-25819A

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Eastbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
01/15/26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 0 0 1 2 0 1 0 0 0 0 0 0 0 4
04:00 0 0 1 1 2 0 0 0 0 0 0 0 0 0 4
05:00 0 0 2 3 0 1 0 0 0 0 0 0 0 0 6
06:00 0 4 5 7 3 2 0 0 0 0 0 0 0 0 21
07:00 1 3 11 11 12 7 1 0 1 0 0 0 0 0 47
08:00 1 2 14 9 9 7 2 2 0 0 0 0 0 0 46
09:00 0 0 6 1 4 2 1 1 0 0 0 0 0 0 15
10:00 0 2 8 7 3 4 1 1 0 0 0 0 0 0 26
11:00 0 4 5 4 7 4 1 1 0 0 0 0 0 0 26
12 PM 0 5 10 8 7 2 0 0 0 0 0 0 0 0 32
13:00 0 1 5 5 4 5 0 0 0 0 0 0 0 0 20
14:00 0 2 8 3 4 2 1 0 0 0 0 0 0 0 20
15:00 0 1 8 4 7 2 0 0 0 1 0 0 0 0 23
16:00 0 0 2 7 9 3 0 0 0 0 0 0 0 0 21
17:00 0 1 9 8 3 5 3 0 1 0 0 0 0 0 30
18:00 0 1 6 5 2 0 4 0 0 0 0 0 0 0 18
19:00 0 5 4 3 2 3 0 0 0 0 0 0 0 0 17
20:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2
21:00 0 1 3 2 2 1 0 0 0 0 0 0 0 0 9
22:00 0 4 2 1 0 1 0 1 0 0 0 0 0 0 9
23:00 0 1 0 0 0 0 0 0 0 0 1 0 0 0 2
Total 2 37 110 91 82 51 15 6 2 1 1 0 0 0 398

Grand
Total 2 37 110 91 82 51 15 6 2 1 1 0 0 0 398

15th Percentile : 20 MPH
50th Percentile : 27 MPH
85th Percentile : 36 MPH
95th Percentile : 41 MPH

Statistics Mean Speed(Average) : 29 MPH
10 MPH Pace Speed : 21-30 MPH
Number in Pace : 201
Percent in Pace : 50.5%
Number of Vehicles > 55 MPH : 2
Percent of Vehicles > 55 MPH : 0.5%
83

Page 2 ends

City of Aliso Viejo
Hopseed
B/ Lantana - Golden Rain
24 Hour Directional Speed Survey

ASV029S
Site Code: 105-25819A

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Westbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
01/15/26 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
01:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
05:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2
06:00 0 0 1 1 1 0 1 0 0 0 0 0 0 0 4
07:00 0 0 8 7 5 1 0 0 0 0 0 0 0 0 21
08:00 0 0 2 9 7 4 2 0 0 0 0 0 0 0 24
09:00 0 0 4 2 3 3 0 0 0 0 0 0 0 0 12
10:00 1 1 5 2 5 3 0 0 0 0 0 0 0 0 17
11:00 0 0 4 5 3 3 1 0 0 0 0 0 0 0 16
12 PM 0 0 7 4 4 7 1 1 0 0 0 0 0 0 24
13:00 0 1 7 5 3 2 1 0 0 0 0 0 0 0 19
14:00 0 2 5 4 8 8 0 1 0 0 0 0 0 0 28
15:00 0 0 4 16 9 2 6 1 0 0 0 0 0 0 38
16:00 1 1 9 10 10 6 1 0 0 0 0 0 0 0 38
17:00 0 3 8 12 19 4 0 0 0 0 0 0 0 0 46
18:00 1 4 15 10 14 5 2 0 0 0 0 0 0 0 51
19:00 0 0 4 10 4 1 0 0 0 0 0 0 0 0 19
20:00 0 0 5 6 1 1 1 0 0 0 0 0 0 0 14
21:00 0 0 5 3 5 1 0 2 0 0 0 0 0 0 16
22:00 0 2 3 0 2 1 0 0 0 0 0 0 0 0 8
23:00 0 0 0 0 1 0 0 0 0 0 0 0 1 0 2
Total 3 14 97 109 106 52 16 5 0 0 0 0 1 0 403

Grand
Total 3 14 97 109 106 52 16 5 0 0 0 0 1 0 403

15th Percentile : 22 MPH
50th Percentile : 29 MPH
85th Percentile : 36 MPH
95th Percentile : 40 MPH

Statistics Mean Speed(Average) : 30 MPH
10 MPH Pace Speed : 26-35 MPH
Number in Pace : 215
Percent in Pace : 53.3%
Number of Vehicles > 55 MPH : 1
Percent of Vehicles > 55 MPH : 0.2%
84

Page 3 ends

City of Aliso Viejo
Hopseed
B/ Lantana - Golden Rain
24 Hour Directional Speed Survey

ASV029S
Site Code: 105-25819A

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Eastbound, Westbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
01/15/26 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
01:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 0 0 1 2 0 1 0 0 0 0 0 0 0 4
04:00 0 0 1 1 3 0 0 0 0 0 0 0 0 0 5
05:00 0 0 2 4 1 1 0 0 0 0 0 0 0 0 8
06:00 0 4 6 8 4 2 1 0 0 0 0 0 0 0 25
07:00 1 3 19 18 17 8 1 0 1 0 0 0 0 0 68
08:00 1 2 16 18 16 11 4 2 0 0 0 0 0 0 70
09:00 0 0 10 3 7 5 1 1 0 0 0 0 0 0 27
10:00 1 3 13 9 8 7 1 1 0 0 0 0 0 0 43
11:00 0 4 9 9 10 7 2 1 0 0 0 0 0 0 42
12 PM 0 5 17 12 11 9 1 1 0 0 0 0 0 0 56
13:00 0 2 12 10 7 7 1 0 0 0 0 0 0 0 39
14:00 0 4 13 7 12 10 1 1 0 0 0 0 0 0 48
15:00 0 1 12 20 16 4 6 1 0 1 0 0 0 0 61
16:00 1 1 11 17 19 9 1 0 0 0 0 0 0 0 59
17:00 0 4 17 20 22 9 3 0 1 0 0 0 0 0 76
18:00 1 5 21 15 16 5 6 0 0 0 0 0 0 0 69
19:00 0 5 8 13 6 4 0 0 0 0 0 0 0 0 36
20:00 0 0 6 7 1 1 1 0 0 0 0 0 0 0 16
21:00 0 1 8 5 7 2 0 2 0 0 0 0 0 0 25
22:00 0 6 5 1 2 2 0 1 0 0 0 0 0 0 17
23:00 0 1 0 0 1 0 0 0 0 0 1 0 1 0 4
Total 5 51 207 200 188 103 31 11 2 1 1 0 1 0 801

Grand
Total 5 51 207 200 188 103 31 11 2 1 1 0 1 0 801

15th Percentile : 21 MPH
50th Percentile : 28 MPH
85th Percentile : 36 MPH
95th Percentile : 41 MPH

Statistics Mean Speed(Average) : 29 MPH
10 MPH Pace Speed : 21-30 MPH
Number in Pace : 407
Percent in Pace : 50.8%
Number of Vehicles > 55 MPH : 3
Percent of Vehicles > 55 MPH : 0.4%
85 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Journey
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pacific Park Drive - Aliso Creek Road 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:55
42 0 0 42 0
41 1 0 41 X 1 Time
40 0 0 40 0 To: 12:00
39 4 1 39 X X X X X 5
38 1 3 38 X X X X 4 Existing
37 2 2 37 X X X X 4 Speed Limit: 35 MPH
36 3 2 36 X X X X X 5 *
35 0 3 35 X X X 3 *
34 6 6 34 X X X X X X X X X X X X 12 *
33 7 3 33 X X X X X X X X X X 10 P
32 2 3 32 X X X X X 5 A
31 4 5 31 X X X X X X X X X 9 C Northbound Southbound Combined Statistics 30 6 6 30 X X X X X X X X X X X X 12 E % Over Pace: 2% 12% 14% 29 2 5 29 X X X X X X X 7 *
28 2 3 28 X X X X X 5 * % In Pace: 70% 78% 73%
27 2 3 27 X X X X X 5 *
26 1 1 26 X X 2 % Under Pace: 28% 10% 13%
25 2 1 25 X X X 3
24 3 1 24 X X X X 4 Average Speed: 32 MPH 31 MPH 31 MPH 23 1 1 23 X X 2
22 0 0 22 0 Pace Speed: 30 - 39MPH 27 - 36MPH 27 - 36MPH 21 0 1 21 X 1
20 1 0 20 X 1
19 0 0 19 0 15th Percentile / Critical Speed:26 MPH 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25
86 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: La Paz Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Pacific Park Drive - State Route 73 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 1 0 53 X 1 From: 11:25
52 1 1 52 X X 2
51 3 0 51 X X X 3 Time
50 1 0 50 X 1 To: 11:45
49 3 0 49 X X X 3
48 2 2 48 X X X X 4 Existing
47 1 2 47 X X X 3 Speed Limit: 45 MPH
46 1 0 46 X 1
45 3 2 45 X X X X X 5 *
44 0 3 44 X X X 3 *
43 2 3 43 X X X X X 5 *
42 3 5 42 X X X X X X X X 8 P
41 2 5 41 X X X X X X X 7 A Northbound Southbound Combined Statistics 40 3 3 40 X X X X X X 6 C % Over Pace: 32% 10% 18%
39 5 2 39 X X X X X X X 7 E
38 5 3 38 X X X X X X X X 8 * % In Pace: 60% 70% 64%
37 1 5 37 X X X X X X 6 *
36 5 4 36 X X X X X X X X X 9 * % Under Pace: 8% 20% 18% 35 0 2 35 X X 2
34 4 2 34 X X X X X X 6 Average Speed: 41 MPH 39 MPH 40 MPH 33 1 0 33 X 1
32 2 2 32 X X X X 4 Pace Speed: 34 - 43MPH 36 - 45MPH 36 - 45MPH 31 0 2 31 X X 2
30 1 2 30 X X X 3
29 0 0 29 0 15th Percentile / Critical Speed:34 MPH 34 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:40 MPH 40 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:49 MPH 44 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
87 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Laurelmont
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Alicia Parkway - Hollyoak
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:15
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:25
39 0 0 39 0
38 0 1 38 X 1 Existing
37 0 2 37 X X 2 Speed Limit: 25 MPH
36 0 2 36 X X 2
35 1 1 35 X X 2
34 2 1 34 X X X 3
33 0 2 33 X X 2
32 1 5 32 X X X X X X 6 *
31 3 3 31 X X X X X X 6 * Eastbound Westbound Combined Statistics 30 7 5 30 X X X X X X X X X X X X 12 * % Over Pace: 6% 12% 12% 29 7 4 29 X X X X X X X X X X X 11 P
28 2 3 28 X X X X X 5 A % In Pace: 80% 76% 78%
27 9 5 27 X X X X X X X X X X X X X X 14 C
26 5 6 26 X X X X X X X X X X X 11 E % Under Pace: 14% 12% 10% 25 2 4 25 X X X X X X 6 *
24 2 1 24 X X X 3 * Average Speed: 27 MPH 29 MPH 28 MPH 23 2 2 23 X X X X 4 *
22 1 2 22 X X X 3 Pace Speed: 23 - 32MPH 25 - 34MPH 23 - 32MPH 21 3 1 21 X X X X 4
20 1 0 20 X 1
19 2 0 19 X X 2 15th Percentile / Critical Speed:23 MPH 25 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:27 MPH 29 MPH 28 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:30 MPH 33 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
88 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Liberty
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Aliso Viejo Parkway - Aliso Creek Road 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:55
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 3:30
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 45 MPH
46 0 0 46 0
45 0 0 45 0
44 1 0 44 X 1
43 2 0 43 X X 2
42 1 1 42 X X 2
41 3 3 41 X X X X X X 6 Northbound Southbound Combined Statistics 40 1 1 40 X X 2 % Over Pace: 20% 14% 17%
39 2 2 39 X X X X 4
38 5 5 38 X X X X X X X X X X 10 * % In Pace: 72% 82% 77% 37 5 3 37 X X X X X X X X 8 *
36 5 5 36 X X X X X X X X X X 10 * % Under Pace: 8% 4% 6% 35 4 4 35 X X X X X X X X 8 P
34 2 4 34 X X X X X X 6 A Average Speed: 35 MPH 34 MPH 35 MPH 33 2 5 33 X X X X X X X 7 C
32 6 5 32 X X X X X X X X X X X 11 E Pace Speed: 29 - 38MPH 29 - 38MPH 29 - 38MPH 31 0 3 31 X X X 3 *
30 2 4 30 X X X X X X 6 *
29 5 3 29 X X X X X X X X 8 * 15th Percentile / Critical Speed:29 MPH 30 MPH 30 MPH 28 2 2 28 X X X X 4
27 1 0 27 X 1 50th Percentile / Critical Speed:36 MPH 34 MPH 35 MPH 26 0 0 26 0
25 1 0 25 X 1 85th Percentile / Critical Speed:40 MPH 38 MPH 39 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25
89 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Oakgrove
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pacific Grove Drive - Wood Canyon Drive North 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 1 1 43 X X 2 From: 2:05
42 0 1 42 X 1
41 3 0 41 X X X 3 Time
40 1 3 40 X X X X 4 To: 2:30
39 6 1 39 X X X X X X X 7 *
38 1 2 38 X X X 3 * Existing
37 3 4 37 X X X X X X X 7 * Speed Limit: N/P MPH
36 3 5 36 X X X X X X X X 8 P
35 9 4 35 X X X X X X X X X X X X X 13 A
34 7 3 34 X X X X X X X X X X 10 C
33 2 3 33 X X X X X 5 E
32 1 4 32 X X X X X 5 *
31 4 5 31 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 30 4 3 30 X X X X X X X 7 * % Over Pace: 10% 14% 11%
29 1 3 29 X X X X 4
28 2 1 28 X X X 3 % In Pace: 80% 72% 74%
27 1 4 27 X X X X X 5
26 1 1 26 X X 2 % Under Pace: 10% 14% 15%
25 0 1 25 X 1
24 0 0 24 0 Average Speed: 35 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39MPH 29 - 38MPH 30 - 39MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:35 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:39 MPH 38 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/17/25
90 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Oak View Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Westridge Drive - Wood Canyon Drive 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 1 45 X 1
44 1 1 44 X X 2 Time
43 0 1 43 X 1 From: 9:55
42 0 2 42 X X 2
41 4 4 41 X X X X X X X X 8 * Time
40 3 2 40 X X X X X 5 * To: 10:40
39 2 3 39 X X X X X 5 *
38 6 4 38 X X X X X X X X X X 10 P Existing
37 5 9 37 X X X X X X X X X X X X X X 14 A Speed Limit: 35 MPH 36 5 9 36 X X X X X X X X X X X X X X 14 C
35 9 5 35 X X X X X X X X X X X X X X 14 E
34 3 3 34 X X X X X X 6 *
33 3 0 33 X X X 3 *
32 5 2 32 X X X X X X X 7 *
31 1 2 31 X X X 3 Northbound Southbound Combined Statistics 30 0 1 30 X 1 % Over Pace: 2% 4% 6%
29 2 1 29 X X X 3
28 1 0 28 X 1 % In Pace: 90% 84% 86%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 8% 12% 8%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 37 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41MPH 34 - 43MPH 32 - 41MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:32 MPH 34 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:36 MPH 37 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:40 MPH 41 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/17/25
91 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Pacific Park Drive
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Enterprise - Chase
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 12:25
62 0 0 62 0
61 0 1 61 X 1 Time
60 0 0 60 0 To: 12:45
59 0 0 59 0
58 1 3 58 X X X X 4 Existing
57 4 8 57 X X X X X X X X X X X X 12 Speed Limit: 50 MPH 56 4 1 56 X X X X X 5
55 2 2 55 X X X X 4
54 3 3 54 X X X X X X 6
53 0 3 53 X X X 3 *
52 2 2 52 X X X X 4 *
51 2 4 51 X X X X X X 6 * Northbound Southbound Combined Statistics 50 2 5 50 X X X X X X X 7 P % Over Pace: 28% 2% 32%
49 2 1 49 X X X 3 A
48 3 3 48 X X X X X X 6 C % In Pace: 60% 64% 59%
47 3 4 47 X X X X X X X 7 E
46 6 4 46 X X X X X X X X X X 10 * % Under Pace: 12% 34% 9% 45 5 1 45 X X X X X X 6 *
44 4 3 44 X X X X X X X 7 * Average Speed: 49 MPH 51 MPH 50 MPH 43 1 1 43 X X 2
42 1 0 42 X 1 Pace Speed: 43 - 52MPH 49 - 58MPH 44 - 53MPH 41 2 0 41 X X 2
40 1 1 40 X X 2
39 2 0 39 X X 2 15th Percentile / Critical Speed:44 MPH 46 MPH 44 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed:47 MPH 51 MPH 50 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed:56 MPH 57 MPH 57 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/16/25
92 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Pacific Park Drive
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Chase - Aliso Viejo Parkway
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 9:35
62 0 1 62 X 1
61 1 1 61 X X 2 Time
60 1 1 60 X X 2 To: 9:55
59 1 1 59 X X 2
58 1 4 58 X X X X X 5 Existing
57 3 0 57 X X X 3 Speed Limit: 50 MPH
56 0 0 56 0
55 0 2 55 X X 2
54 2 0 54 X X 2
53 2 2 53 X X X X 4 *
52 3 5 52 X X X X X X X X 8 *
51 2 6 51 X X X X X X X X 8 * Northbound Southbound Combined Statistics 50 2 3 50 X X X X X 5 P % Over Pace: 18% 24% 19%
49 2 4 49 X X X X X X 6 A
48 2 6 48 X X X X X X X X 8 C % In Pace: 72% 68% 69%
47 7 2 47 X X X X X X X X X 9 E
46 7 0 46 X X X X X X X 7 * % Under Pace: 10% 8% 12%
45 5 3 45 X X X X X X X X 8 *
44 4 2 44 X X X X X X 6 * Average Speed: 49 MPH 50 MPH 49 MPH 43 1 3 43 X X X X 4
42 2 2 42 X X X X 4 Pace Speed: 44 - 53MPH 43 - 52MPH 44 - 53MPH 41 0 0 41 0
40 1 0 40 X 1
39 1 2 39 X X X 3 15th Percentile / Critical Speed:44 MPH 44 MPH 44 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed:47 MPH 50 MPH 48 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed:54 MPH 58 MPH 55 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/17/25
93 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Pacific Park Drive
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Aliso Viejo Parkway - Alicia Parkway 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 1 0 57 X 1 Date:
56 1 0 56 X 1
55 2 0 55 X X 2
54 0 0 54 0 Time
53 0 2 53 X X 2 From: 12:25
52 1 2 52 X X X 3
51 0 6 51 X X X X X X 6 * Time
50 3 2 50 X X X X X 5 * To: 12:45
49 3 3 49 X X X X X X 6 *
48 4 4 48 X X X X X X X X 8 P Existing
47 6 5 47 X X X X X X X X X X X 11 A Speed Limit: 50 MPH 46 4 2 46 X X X X X X 6 C
45 6 8 45 X X X X X X X X X X X X X X 14 E
44 3 3 44 X X X X X X 6 *
43 6 4 43 X X X X X X X X X X 10 *
42 2 2 42 X X X X 4 *
41 3 2 41 X X X X X 5 Eastbound Westbound Combined Statistics 40 3 2 40 X X X X X 5 % Over Pace: 10% 4% 9%
39 0 2 39 X X 2
38 1 0 38 X 1 % In Pace: 80% 78% 76%
37 1 0 37 X 1
36 0 1 36 X 1 % Under Pace: 10% 18% 15%
35 0 0 35 0
34 0 0 34 0 Average Speed: 46 MPH 46 MPH 46 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 41 - 50MPH 43 - 52MPH 42 - 51MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:41 MPH 42 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:45 MPH 46 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 51 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
94 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Pacific Park Drive
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Alicia Parkway - Mareblu
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 1 1 56 X X 2
55 0 1 55 X 1
54 3 4 54 X X X X X X X 7 Time
53 2 0 53 X X 2 From: 11:45
52 1 1 52 X X 2
51 1 1 51 X X 2 Time
50 0 1 50 X 1 To: 12:05
49 1 4 49 X X X X X 5 *
48 0 3 48 X X X 3 * Existing
47 3 0 47 X X X 3 * Speed Limit: 50 MPH
46 3 5 46 X X X X X X X X 8 P
45 6 4 45 X X X X X X X X X X 10 A
44 5 7 44 X X X X X X X X X X X X 12 C
43 3 3 43 X X X X X X 6 E
42 4 3 42 X X X X X X X 7 *
41 6 6 41 X X X X X X X X X X X X 12 * Eastbound Westbound Combined Statistics 40 5 2 40 X X X X X X X 7 * % Over Pace: 18% 18% 17%
39 3 1 39 X X X X 4
38 1 0 38 X 1 % In Pace: 78% 74% 73%
37 2 3 37 X X X X X 5
36 0 0 36 0 % Under Pace: 4% 8% 10%
35 0 0 35 0
34 0 0 34 0 Average Speed: 44 MPH 45 MPH 45 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 38 - 47MPH 40 - 49MPH 40 - 49MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:40 MPH 41 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:44 MPH 44 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:51 MPH 51 MPH 51 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
95 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Peppertree
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pacific Park Drive - Knuckle Curve 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:05
42 0 0 42 0
41 1 0 41 X 1 Time
40 0 1 40 X 1 To: 2:10
39 2 3 39 X X X X X 5
38 2 1 38 X X X 3 Existing
37 2 2 37 X X X X 4 Speed Limit: 35 MPH
36 4 2 36 X X X X X X 6 *
35 6 0 35 X X X X X X 6 *
34 8 3 34 X X X X X X X X X X X 11 *
33 2 1 33 X X X 3 P
32 3 8 32 X X X X X X X X X X X 11 A
31 3 6 31 X X X X X X X X X 9 C Eastbound Westbound Combined Statistics 30 6 5 30 X X X X X X X X X X X 11 E % Over Pace: 6% 18% 14% 29 3 7 29 X X X X X X X X X X 10 *
28 2 2 28 X X X X 4 * % In Pace: 78% 78% 77%
27 2 4 27 X X X X X X 6 *
26 1 0 26 X 1 % Under Pace: 16% 4% 9%
25 1 3 25 X X X X 4
24 1 2 24 X X X 3 Average Speed: 32 MPH 31 MPH 32 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38MPH 25 - 34MPH 27 - 36MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:28 MPH 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:34 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:36 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/16/25
96 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Pursuit
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Liberty - Curve
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:25
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:55
39 2 0 39 X X 2
38 1 0 38 X 1 Existing
37 1 3 37 X X X X 4 Speed Limit: 35 MPH
36 2 3 36 X X X X X 5 *
35 6 4 35 X X X X X X X X X X 10 *
34 6 4 34 X X X X X X X X X X 10 *
33 4 3 33 X X X X X X X 7 P
32 3 3 32 X X X X X X 6 A
31 4 6 31 X X X X X X X X X X 10 C Northbound Southbound Combined Statistics 30 3 7 30 X X X X X X X X X X 10 E % Over Pace: 6% 6% 7% 29 7 6 29 X X X X X X X X X X X X X 13 *
28 4 4 28 X X X X X X X X 8 * % In Pace: 80% 88% 84%
27 1 4 27 X X X X X 5 *
26 2 1 26 X X X 3 % Under Pace: 14% 6% 9%
25 3 0 25 X X X 3
24 0 2 24 X X 2 Average Speed: 31 MPH 31 MPH 31 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 28 - 37MPH 27 - 36MPH 27 - 36MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:28 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:31 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:35 MPH 35 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25
97 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Pursuit
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Curve - Aliso Creek Road
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:20
42 0 0 42 0
41 0 0 41 0 Time
40 1 0 40 X 1 To: 1:25
39 1 2 39 X X X 3
38 0 1 38 X 1 Existing
37 1 0 37 X 1 Speed Limit: 35 MPH
36 4 1 36 X X X X X 5
35 2 1 35 X X X 3
34 3 2 34 X X X X X 5 *
33 2 5 33 X X X X X X X 7 *
32 7 6 32 X X X X X X X X X X X X X 13 *
31 4 3 31 X X X X X X X 7 P Northbound Southbound Combined Statistics 30 3 2 30 X X X X X 5 A % Over Pace: 18% 14% 14%
29 8 4 29 X X X X X X X X X X X X 12 C
28 0 7 28 X X X X X X X 7 E % In Pace: 80% 82% 80%
27 4 5 27 X X X X X X X X X 9 *
26 6 2 26 X X X X X X X X 8 * % Under Pace: 2% 4% 6%
25 3 4 25 X X X X X X X 7 *
24 0 3 24 X X X 3 Average Speed: 31 MPH 30 MPH 30 MPH
23 0 1 23 X 1
22 1 0 22 X 1 Pace Speed: 25 - 34MPH 24 - 33MPH 25 - 34MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:26 MPH 25 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:30 MPH 29 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:35 MPH 33 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25
98 MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanborn
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Chase - Wood Canyon Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:10
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:55
39 1 0 39 X 1
38 0 2 38 X X 2 Existing
37 4 0 37 X X X X 4 Speed Limit: 25 MPH
36 7 1 36 X X X X X X X X 8
35 2 1 35 X X X 3
34 0 2 34 X X 2 *
33 2 6 33 X X X X X X X X 8 *
32 3 6 32 X X X X X X X X X 9 *
31 5 2 31 X X X X X X X 7 P Northbound Southbound Combined Statistics 30 4 4 30 X X X X X X X X 8 A % Over Pace: 2% 6% 18%
29 8 7 29 X X X X X X X X X X X X X X X 15 C
28 2 5 28 X X X X X X X 7 E % In Pace: 74% 88% 77%
27 3 4 27 X X X X X X X 7 *
26 3 7 26 X X X X X X X X X X 10 * % Under Pace: 24% 6% 5% 25 3 1 25 X X X X 4 *
24 0 0 24 0 Average Speed: 31 MPH 30 MPH 30 MPH
23 0 0 23 0
22 1 1 22 X X 2 Pace Speed: 28 - 37MPH 26 - 35MPH 25 - 34MPH 21 1 1 21 X X 2
20 1 0 20 X 1
19 0 0 19 0 15th Percentile / Critical Speed:26 MPH 26 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:30 MPH 29 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:36 MPH 33 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/16/25
99 MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Summerfield
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Aliso Creek Road - Autumnglen
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:35
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:45
39 1 0 39 X 1
38 0 1 38 X 1 Existing
37 0 1 37 X 1 Speed Limit: 30 MPH
36 2 1 36 X X X 3
35 2 3 35 X X X X X 5 *
34 3 2 34 X X X X X 5 *
33 1 4 33 X X X X X 5 *
32 3 2 32 X X X X X 5 P
31 2 3 31 X X X X X 5 A Eastbound Westbound Combined Statistics 30 7 9 30 X X X X X X X X X X X X X X X X 16 C % Over Pace: 6% 6% 6% 29 6 5 29 X X X X X X X X X X X 11 E
28 9 3 28 X X X X X X X X X X X X 12 * % In Pace: 84% 78% 81% 27 6 6 27 X X X X X X X X X X X X 12 *
26 3 2 26 X X X X X 5 * % Under Pace: 10% 16% 13%
25 0 2 25 X X 2
24 3 2 24 X X X X X 5 Average Speed: 29 MPH 29 MPH 29 MPH 23 1 1 23 X X 2
22 1 1 22 X X 2 Pace Speed: 26 - 35MPH 26 - 35MPH 26 - 35MPH 21 0 2 21 X X 2
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:26 MPH 25 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:29 MPH 30 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:34 MPH 34 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/11/25
100
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Via Iglesia
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Moulton Parkway - Cul-De-Sac
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 10:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 1 31 X 1 Northbound Southbound Combined Statistics 30 1 0 30 X 1 % Over Pace: 10% 6% 6%
29 2 2 29 X X X X 4
28 2 4 28 X X X X X X 6 * % In Pace: 86% 88% 86%
27 0 3 27 X X X 3 *
26 2 4 26 X X X X X X 6 * % Under Pace: 4% 6% 8%
25 6 2 25 X X X X X X X X 8 P
24 8 10 24 X X X X X X X X X X X X X X X X X X 18 A Average Speed: 23 MPH 23 MPH 23 MPH 23 5 3 23 X X X X X X X X 8 C
22 6 8 22 X X X X X X X X X X X X X X 14 E Pace Speed: 17 - 26MPH 19 - 28MPH 19 - 28MPH 21 7 4 21 X X X X X X X X X X X 11 *
20 4 2 20 X X X X X X 6 *
19 2 4 19 X X X X X X 6 * 15th Percentile / Critical Speed:20 MPH 20 MPH 20 MPH 18 2 2 18 X X X X 4
17 1 0 17 X 1 50th Percentile / Critical Speed:23 MPH 24 MPH 23 MPH 16 2 0 16 X X 2
15 0 0 15 0 85th Percentile / Critical Speed:25 MPH 27 MPH 27 MPH 14 0 1 14 X 1
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/9/25
101
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Westwing
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Calle Corta - Aliso Creek Road
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:55
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:20
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 1 0 46 X 1
45 1 0 45 X 1
44 0 0 44 0
43 0 3 43 X X X 3
42 2 1 42 X X X 3
41 2 0 41 X X 2 Northbound Southbound Combined Statistics 40 1 1 40 X X 2 * % Over Pace: 8% 8% 10%
39 4 2 39 X X X X X X 6 *
38 3 8 38 X X X X X X X X X X X 11 * % In Pace: 86% 74% 79% 37 11 4 37 X X X X X X X X X X X X X X X 15 P
36 8 6 36 X X X X X X X X X X X X X X 14 A % Under Pace: 6% 18% 11% 35 6 5 35 X X X X X X X X X X X 11 C
34 1 2 34 X X X 3 E Average Speed: 36 MPH 35 MPH 36 MPH 33 2 5 33 X X X X X X X 7 *
32 5 2 32 X X X X X X X 7 * Pace Speed: 32 - 41MPH 31 - 40MPH 31 - 40MPH 31 1 2 31 X X X 3 *
30 1 1 30 X X 2
29 1 2 29 X X X 3 15th Percentile / Critical Speed:32 MPH 29 MPH 32 MPH 28 0 5 28 X X X X X 5
27 0 0 27 0 50th Percentile / Critical Speed:36 MPH 35 MPH 36 MPH 26 0 0 26 0
25 0 1 25 X 1 85th Percentile / Critical Speed:39 MPH 38 MPH 39 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/11/25
102
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Westwing
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Aliso Creek Road - Eastwing
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:20
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:00
39 2 1 39 X X X 3
38 1 0 38 X 1 Existing
37 3 1 37 X X X X 4 * Speed Limit: 35 MPH
36 3 3 36 X X X X X X 6 *
35 7 4 35 X X X X X X X X X X X 11 *
34 8 3 34 X X X X X X X X X X X 11 P
33 9 7 33 X X X X X X X X X X X X X X X X 16 A
32 6 10 32 X X X X X X X X X X X X X X X X 16 C
31 5 4 31 X X X X X X X X X 9 E Northbound Southbound Combined Statistics 30 4 8 30 X X X X X X X X X X X X 12 * % Over Pace: 0% 2% 4% 29 0 2 29 X X 2 *
28 0 5 28 X X X X X 5 * % In Pace: 96% 94% 92%
27 0 1 27 X 1
26 2 1 26 X X X 3 % Under Pace: 4% 4% 4%
25 0 0 25 0
24 0 0 24 0 Average Speed: 33 MPH 32 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39MPH 28 - 37MPH 28 - 37MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:31 MPH 29 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:33 MPH 32 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:36 MPH 35 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/11/25
103
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Windsong
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Aliso Creek Road - Cedarbrook
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:00
42 0 0 42 0
41 0 0 41 0 Time
40 1 0 40 X 1 To: 2:55
39 0 0 39 0
38 1 0 38 X 1 Existing
37 1 0 37 X 1 Speed Limit: 30 MPH
36 2 1 36 X X X 3
35 2 1 35 X X X 3
34 4 1 34 X X X X X 5
33 1 1 33 X X 2
32 5 2 32 X X X X X X X 7 *
31 6 7 31 X X X X X X X X X X X X X 13 * Eastbound Westbound Combined Statistics 30 8 3 30 X X X X X X X X X X X 11 * % Over Pace: 14% 8% 16% 29 4 8 29 X X X X X X X X X X X X 12 P
28 5 4 28 X X X X X X X X X 9 A % In Pace: 80% 88% 81%
27 2 4 27 X X X X X X 6 C
26 2 5 26 X X X X X X X 7 E % Under Pace: 6% 4% 3%
25 3 5 25 X X X X X X X X 8 *
24 2 3 24 X X X X X 5 * Average Speed: 30 MPH 28 MPH 29 MPH 23 0 3 23 X X X 3 *
22 0 1 22 X 1 Pace Speed: 25 - 34MPH 23 - 32MPH 23 - 32MPH 21 1 0 21 X 1
20 0 1 20 X 1
19 0 0 19 0 15th Percentile / Critical Speed:26 MPH 24 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:30 MPH 28 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:34 MPH 31 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/10/25
104
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Wolverine Way
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Aliso Creek Road - Cul-De-Sac
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:50
42 0 1 42 X 1
41 0 1 41 X 1 Time
40 4 3 40 X X X X X X X 7 To: 10:35
39 1 1 39 X X 2
38 1 1 38 X X 2 Existing
37 2 4 37 X X X X X X 6 * Speed Limit: 35 MPH
36 2 0 36 X X 2 *
35 6 2 35 X X X X X X X X 8 *
34 6 4 34 X X X X X X X X X X 10 P
33 8 5 33 X X X X X X X X X X X X X 13 A
32 5 3 32 X X X X X X X X 8 C
31 2 6 31 X X X X X X X X 8 E Eastbound Westbound Combined Statistics 30 4 6 30 X X X X X X X X X X 10 * % Over Pace: 16% 14% 13% 29 2 4 29 X X X X X X 6 *
28 3 2 28 X X X X X 5 * % In Pace: 84% 72% 76%
27 4 1 27 X X X X X 5
26 0 3 26 X X X 3 % Under Pace: 0% 14% 11%
25 0 2 25 X X 2
24 0 1 24 X 1 Average Speed: 33 MPH 32 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 27 - 36MPH 28 - 37MPH 28 - 37MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:29 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:33 MPH 31 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25
105
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Wood Canyon Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Thistledown - Grand
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 1 41 X 1 Time
40 0 0 40 0 To: 9:35
39 2 0 39 X X 2
38 1 3 38 X X X X 4 Existing
37 2 1 37 X X X 3 Speed Limit: 35 MPH
36 1 5 36 X X X X X X 6 *
35 5 5 35 X X X X X X X X X X 10 *
34 5 4 34 X X X X X X X X X 9 *
33 4 2 33 X X X X X X 6 P
32 3 4 32 X X X X X X X 7 A
31 8 7 31 X X X X X X X X X X X X X X X 15 C Northbound Southbound Combined Statistics 30 4 3 30 X X X X X X X 7 E % Over Pace: 6% 10% 10%
29 4 3 29 X X X X X X X 7 *
28 5 2 28 X X X X X X X 7 * % In Pace: 82% 78% 80%
27 2 4 27 X X X X X X 6 *
26 0 0 26 0 % Under Pace: 12% 12% 10%
25 4 3 25 X X X X X X X 7
24 0 1 24 X 1 Average Speed: 32 MPH 32 MPH 32 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 28 - 37MPH 27 - 36MPH 27 - 36MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:28 MPH 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:31 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:35 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/17/25
106
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Wood Canyon Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Grand - Pacific Park Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:55
42 1 0 42 X 1
41 0 2 41 X X 2 Time
40 3 3 40 X X X X X X 6 To: 3:45
39 1 2 39 X X X 3
38 2 3 38 X X X X X 5 * Existing
37 4 5 37 X X X X X X X X X 9 * Speed Limit: 35 MPH
36 2 6 36 X X X X X X X X 8 *
35 6 5 35 X X X X X X X X X X X 11 P
34 3 5 34 X X X X X X X X 8 A
33 1 4 33 X X X X X 5 C
32 8 5 32 X X X X X X X X X X X X X 13 E
31 4 0 31 X X X X 4 * Northbound Southbound Combined Statistics 30 9 3 30 X X X X X X X X X X X X 12 * % Over Pace: 10% 0% 12% 29 2 3 29 X X X X X 5 *
28 2 2 28 X X X X 4 % In Pace: 82% 80% 80%
27 0 2 27 X X 2
26 0 0 26 0 % Under Pace: 8% 20% 8%
25 2 0 25 X X 2
24 0 0 24 0 Average Speed: 33 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38MPH 32 - 41MPH 29 - 38MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 35 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/16/25
107
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Wood Canyon Drive
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Pacific Park Drive - Boundary Oak
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 3:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 3:50
49 0 0 49 0
48 0 4 48 X X X X 4 Existing
47 0 1 47 X 1 Speed Limit: 50 MPH
46 1 2 46 X X X 3
45 1 2 45 X X X 3
44 2 2 44 X X X X 4 *
43 5 5 43 X X X X X X X X X X 10 *
42 4 2 42 X X X X X X 6 *
41 3 2 41 X X X X X 5 P Northbound Southbound Combined Statistics 40 4 5 40 X X X X X X X X X 9 A % Over Pace: 4% 14% 11% 39 4 7 39 X X X X X X X X X X X 11 C
38 7 6 38 X X X X X X X X X X X X X 13 E % In Pace: 90% 76% 83% 37 6 4 37 X X X X X X X X X X 10 *
36 5 3 36 X X X X X X X X 8 * % Under Pace: 6% 10% 6%
35 5 2 35 X X X X X X X 7 *
34 2 1 34 X X X 3 Average Speed: 39 MPH 40 MPH 40 MPH
33 0 1 33 X 1
32 1 1 32 X X 2 Pace Speed: 35 - 44MPH 36 - 45MPH 35 - 44MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:35 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:38 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:43 MPH 45 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25
108
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Wood Canyon Drive
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Boundary Oak - Calypso Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 1 0 55 X 1
54 0 0 54 0 Time
53 0 0 53 0 From: 10:40
52 2 0 52 X X 2
51 1 3 51 X X X X 4 Time
50 4 2 50 X X X X X X 6 * To: 11:05
49 3 1 49 X X X X 4 *
48 2 3 48 X X X X X 5 * Existing
47 5 2 47 X X X X X X X 7 P Speed Limit: 50 MPH
46 4 1 46 X X X X X 5 A
45 10 2 45 X X X X X X X X X X X X 12 C
44 3 8 44 X X X X X X X X X X X 11 E
43 1 5 43 X X X X X X 6 *
42 3 3 42 X X X X X X 6 *
41 5 4 41 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 40 3 2 40 X X X X X 5 % Over Pace: 8% 12% 7%
39 1 4 39 X X X X X 5
38 1 3 38 X X X X 4 % In Pace: 80% 68% 71%
37 1 2 37 X X X 3
36 0 0 36 0 % Under Pace: 12% 20% 22%
35 0 2 35 X X 2
34 0 1 34 X 1 Average Speed: 45 MPH 43 MPH 44 MPH
33 0 2 33 X X 2
32 0 0 32 0 Pace Speed: 41 - 50MPH 39 - 48MPH 41 - 50MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:41 MPH 38 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:45 MPH 43 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 48 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/17/25
109
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Wood Canyon Drive
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Knollwood - Hope Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 1 57 X 1 Date:
56 0 0 56 0
55 1 1 55 X X 2
54 0 3 54 X X X 3 Time
53 4 2 53 X X X X X X 6 From: 11:05
52 1 3 52 X X X X 4
51 1 3 51 X X X X 4 Time
50 1 5 50 X X X X X X 6 * To: 11:25
49 0 8 49 X X X X X X X X 8 *
48 1 5 48 X X X X X X 6 * Existing
47 5 3 47 X X X X X X X X 8 P Speed Limit: 45 MPH
46 6 4 46 X X X X X X X X X X 10 A
45 4 0 45 X X X X 4 C
44 6 3 44 X X X X X X X X X 9 E
43 4 3 43 X X X X X X X 7 *
42 2 1 42 X X X 3 *
41 5 1 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 2 1 40 X X X 3 % Over Pace: 18% 2% 20%
39 1 2 39 X X X 3
38 2 0 38 X X 2 % In Pace: 74% 74% 67%
37 1 1 37 X X 2
36 3 0 36 X X X 3 % Under Pace: 8% 24% 13%
35 0 0 35 0
34 0 0 34 0 Average Speed: 44 MPH 48 MPH 46 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 38 - 47MPH 46 - 55MPH 41 - 50MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:40 MPH 43 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:44 MPH 49 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 52 MPH 52 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/17/25
110
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Wood Vista Way
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Hopseed - Canyon Vistas
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:25
39 1 0 39 X 1
38 0 0 38 0 Existing
37 1 1 37 X X 2 Speed Limit: 35 MPH
36 1 1 36 X X 2
35 3 1 35 X X X X 4
34 4 2 34 X X X X X X 6
33 3 7 33 X X X X X X X X X X 10 *
32 3 2 32 X X X X X 5 *
31 3 1 31 X X X X 4 * Northbound Southbound Combined Statistics 30 5 4 30 X X X X X X X X X 9 P % Over Pace: 6% 10% 15% 29 5 3 29 X X X X X X X X 8 A
28 7 9 28 X X X X X X X X X X X X X X X X 16 C % In Pace: 78% 82% 78% 27 2 5 27 X X X X X X X 7 E
26 4 2 26 X X X X X X 6 * % Under Pace: 16% 8% 7%
25 2 4 25 X X X X X X 6 *
24 3 4 24 X X X X X X X 7 * Average Speed: 30 MPH 29 MPH 29 MPH 23 1 1 23 X X 2
22 2 2 22 X X X X 4 Pace Speed: 26 - 35MPH 24 - 33MPH 24 - 33MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:25 MPH 24 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:29 MPH 28 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:34 MPH 33 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Aliso Viejo
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/16/25
111
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]
City of Aliso Viejo
Argonut Loop
B/ Argonut - Argonut File Name: ASV001
24 Hour Directional Speed Survey Site Code: 105-26248
3 Direction: Combined
3/19/2026 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPHTime Total
12:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2
1:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2
2:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 0 0 1 0 0 2 0 0 0 0 0 0 0 0 3
5:00 0 0 1 3 4 0 0 0 0 0 0 0 0 0 8
6:00 0 1 0 5 1 1 1 0 0 0 0 0 0 0 9
7:00 2 2 3 8 10 8 2 1 0 0 0 0 0 0 36
8:00 3 1 1 10 14 1 4 0 0 0 0 0 0 0 34
9:00 1 2 5 12 8 6 1 1 0 0 0 0 0 0 36
10:00 2 3 3 10 11 4 2 1 0 0 0 0 0 0 36
11:00 0 0 2 10 27 11 2 0 0 0 0 0 0 0 52
12:00 PM 5 9 5 16 19 11 0 0 0 0 0 0 0 0 65
1:00 7 1 2 7 21 10 2 0 0 0 0 0 0 0 50
2:00 3 2 4 10 19 11 1 0 0 0 0 0 0 0 50
3:00 0 1 3 13 25 13 2 0 0 0 0 0 0 0 57
4:00 5 4 4 21 23 13 1 1 0 0 0 0 0 1 73
5:00 1 4 4 15 43 14 0 0 0 0 0 0 0 0 81
6:00 2 0 6 12 16 8 2 0 0 0 0 0 0 0 46
7:00 0 0 3 9 5 2 1 1 0 0 0 0 0 0 21
8:00 0 0 3 5 10 2 1 0 0 0 0 0 0 0 21
9:00 0 0 3 1 1 3 0 0 0 0 0 0 0 0 8
10:00 0 2 4 0 3 1 0 0 0 0 0 0 0 0 10
11:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
Total 31 32 59 168 262 122 22 5 0 0 0 0 0 1 702
Grand Total 31 32 59 168 262 122 22 5 0 0 0 0 0 1 702
Stats Percentile 15th 50th 85th 95th
Speed 22 30 35 38
Mean Speed (Average) 30.6
10 MPH Pace Speed 27-36
Number in Pace 432
Percent in Pace 62.0%
Number > 45 MPH 6
Percent > 45 MPH 0.9%
112
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]
City of Aliso Viejo
Brookline Street
S/ Aliso Creek Road File Name: ASV002
24 Hour Directional Speed Survey Site Code: 105-26248
3 Direction: Combined
3/19/2026 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPHTime Total
12:00 AM 0 0 3 0 1 0 1 0 0 0 0 0 0 0 5
1:00 0 0 0 7 3 1 1 0 0 0 0 0 0 0 12
2:00 0 0 0 1 1 3 0 1 0 0 0 0 0 0 6
3:00 0 0 1 6 11 5 3 3 0 1 0 0 0 0 30
4:00 0 0 14 30 40 29 12 2 0 0 0 0 0 0 127
5:00 1 0 6 14 13 17 5 2 1 0 0 0 0 0 59
6:00 0 1 5 14 17 8 1 0 0 0 0 0 0 0 46
7:00 1 1 6 18 37 16 3 0 0 0 0 0 0 0 82
8:00 0 1 28 88 58 43 14 2 0 0 0 0 0 0 234
9:00 2 2 24 62 95 57 12 2 0 1 0 0 0 0 257
10:00 1 3 15 11 21 15 2 0 0 0 0 0 0 0 68
11:00 2 2 9 16 19 10 4 0 0 0 0 0 0 0 62
12:00 PM 3 5 5 19 17 9 1 0 0 0 0 0 0 0 59
1:00 2 3 6 15 23 7 2 1 0 0 0 0 0 0 59
2:00 0 0 15 22 27 10 2 0 0 0 0 0 0 0 76
3:00 4 0 7 17 17 14 2 0 0 0 0 0 0 0 61
4:00 2 2 15 22 25 16 4 0 0 0 0 0 0 0 86
5:00 2 2 22 61 57 17 5 0 0 0 0 0 0 0 166
6:00 2 5 32 46 47 26 4 1 0 0 0 0 0 0 163
7:00 0 4 17 46 31 17 3 0 0 0 0 0 0 0 118
8:00 0 4 24 29 30 6 0 1 0 0 0 0 0 0 94
9:00 0 1 18 22 17 7 2 0 0 0 0 0 0 0 67
10:00 0 2 4 13 11 10 4 2 0 0 0 0 0 0 46
11:00 0 0 2 3 4 4 0 0 0 0 0 0 0 0 13
Total 22 38 278 582 622 347 87 17 1 2 0 0 0 0 1996
Grand Total 22 38 278 582 622 347 87 17 1 2 0 0 0 0 1996 Stats Percentile 15th 50th 85th 95th
Speed 24 30 36 39
Mean Speed (Average) 31.0
10 MPH Pace Speed 26-35
Number in Pace 1204
Percent in Pace 60.0%
Number > 45 MPH 20
Percent > 45 MPH 1.0%
113
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]
City of Aliso Viejo
Columbia Loop
B/ Columbia - Columbia File Name: ASV003
24 Hour Directional Speed Survey Site Code:
3 Direction: Combined
3/19/2026 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPHTime Total
12:00 AM 0 0 1 1 0 1 0 0 0 0 0 0 0 0 3
1:00 1 0 0 1 0 1 0 0 0 0 0 0 0 0 3
2:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2
3:00 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2
4:00 1 0 2 5 0 1 0 0 0 0 0 0 0 0 9
5:00 0 0 0 3 2 1 0 0 0 0 0 0 0 0 6
6:00 3 5 9 2 5 0 0 0 0 0 0 0 0 0 24
7:00 2 5 11 7 3 2 1 0 0 0 0 0 0 0 31
8:00 5 5 7 11 6 2 0 0 0 0 0 0 0 0 36
9:00 2 2 2 3 5 1 0 0 0 0 0 0 0 0 15
10:00 2 6 12 6 7 1 0 0 0 0 0 0 0 0 34
11:00 12 5 12 11 11 1 0 0 0 0 0 0 0 0 52
12:00 PM 6 7 8 10 10 2 0 0 0 0 0 0 0 0 43
1:00 3 2 8 12 6 1 0 0 0 0 0 0 0 0 32
2:00 5 5 12 10 7 3 0 0 0 0 0 0 0 0 42
3:00 11 7 12 5 2 1 0 0 0 0 0 0 0 0 38
4:00 7 3 4 12 5 3 0 0 0 0 0 0 0 0 34
5:00 4 17 18 21 7 2 0 0 0 0 0 0 0 0 69
6:00 4 25 18 5 4 0 0 1 0 0 0 0 0 0 57
7:00 3 9 9 10 8 1 0 0 0 0 0 0 0 0 40
8:00 8 33 17 11 5 3 0 0 0 0 0 0 0 0 77
9:00 0 0 5 6 5 1 1 0 0 0 0 0 0 0 18
10:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
11:00 0 1 2 6 1 3 0 0 0 0 0 0 0 0 13
Total 79 137 170 161 100 32 2 1 0 0 0 0 0 0 682
Grand Total 79 137 170 161 100 32 2 1 0 0 0 0 0 0 682
Stats Percentile 15th 50th 85th 95th
Speed 15 23 31 34
Mean Speed (Average) 24.1
10 MPH Pace Speed 19-28
Number in Pace 338
Percent in Pace 50.0%
Number > 45 MPH 1
Percent > 45 MPH 0.1%
114
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]
City of Aliso Viejo
Journey Loop
B/ Journey - Journey File Name: ASV004B
24 Hour Directional Speed Survey Site Code: 105-26248
3 Direction: Combined
3/26/2026 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPHTime Total
12:00 AM 0 1 0 2 0 0 0 0 0 0 0 0 0 0 3
1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 0 0 0 0 1 0 1 0 0 0 0 0 0 0 2
3:00 0 1 0 0 4 1 0 0 0 0 0 0 0 0 6
4:00 0 0 1 1 3 2 2 1 0 0 0 0 0 0 10
5:00 0 0 4 6 3 4 0 0 0 0 0 0 0 0 17
6:00 0 3 7 9 5 1 4 0 0 0 0 0 0 0 29
7:00 3 0 15 14 6 8 1 0 0 0 0 0 0 0 47
8:00 3 3 14 12 9 3 2 0 0 0 0 0 0 0 46
9:00 5 5 6 11 8 4 1 0 0 0 0 0 0 0 40
10:00 3 2 8 11 8 3 2 0 0 0 0 0 0 0 37
11:00 2 4 8 7 4 6 1 1 0 0 0 0 0 0 33
12:00 PM 6 5 1 11 7 7 1 2 0 0 0 0 0 0 40
1:00 11 7 6 10 7 1 1 0 0 0 0 0 0 0 43
2:00 3 2 6 14 5 6 0 0 0 0 0 0 0 0 36
3:00 1 2 6 14 11 11 2 0 0 0 0 0 0 0 47
4:00 7 6 12 14 17 8 1 0 0 1 0 0 0 0 66
5:00 6 1 7 13 21 8 3 0 0 0 0 0 0 0 59
6:00 5 0 9 10 4 5 2 0 0 0 0 0 0 0 35
7:00 1 1 4 9 4 4 1 0 0 0 0 0 0 0 24
8:00 0 0 1 4 4 4 0 0 0 0 0 0 0 0 13
9:00 0 1 0 2 4 4 1 1 0 0 0 0 0 0 13
10:00 0 0 0 3 3 1 0 0 0 0 0 0 0 0 7
11:00 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2
Total 56 44 115 177 139 91 26 6 0 1 0 0 0 0 655
Stats Percentile 15th 50th 85th 95th
Speed 19 27 35 39
Mean Speed (Average) 28.2
10 MPH Pace Speed 24-33
Number in Pace 324
Percent in Pace 49.0%
Number > 45 MPH 7
Percent > 45 MPH 1.1%
115
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]
City of Aliso Viejo
Morning Ridge
B/ Woodside - Creekside File Name: ASV005
24 Hour Directional Speed Survey Site Code: 105-26248
3 Direction: Combined
3/19/2026 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPHTime Total
12:00 AM 1 1 0 1 1 0 0 0 0 0 0 0 0 0 4
1:00 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3
2:00 1 3 1 0 0 0 0 0 0 0 0 0 0 0 5
3:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2
4:00 0 1 1 2 2 0 0 0 0 0 0 0 0 0 6
5:00 0 0 4 5 0 1 0 0 0 0 0 0 0 0 10
6:00 3 5 11 7 1 0 0 0 0 0 0 0 0 0 27
7:00 5 18 10 19 3 2 0 0 0 0 0 0 0 0 57
8:00 7 18 25 14 5 0 1 0 0 0 0 0 0 0 70
9:00 4 11 7 15 12 1 0 0 0 0 0 0 0 0 50
10:00 7 12 13 13 8 1 1 0 0 0 0 0 0 0 55
11:00 4 8 12 12 3 0 0 0 0 0 0 0 0 0 39
12:00 PM 7 7 5 17 7 1 0 0 0 0 0 0 0 0 44
1:00 4 13 11 27 14 2 0 0 0 0 0 0 0 0 71
2:00 1 3 15 15 6 1 0 0 0 0 0 0 0 0 41
3:00 5 13 14 17 5 0 0 0 0 0 0 0 0 0 54
4:00 2 12 8 33 5 1 0 0 0 0 0 0 0 0 61
5:00 8 22 20 34 4 0 0 0 0 0 0 0 0 0 88
6:00 4 13 20 16 3 0 0 0 0 0 0 0 0 0 56
7:00 9 12 18 13 6 3 0 0 0 0 0 0 0 0 61
8:00 1 10 14 21 1 1 0 0 0 0 0 0 0 0 48
9:00 0 6 6 7 1 1 1 0 0 0 0 0 0 0 22
10:00 1 5 4 4 1 0 0 0 0 0 0 0 0 0 15
11:00 1 5 2 6 0 0 0 0 0 0 0 0 0 0 14
Total 77 201 221 298 88 15 3 0 0 0 0 0 0 0 903
Grand Total 77 201 221 298 88 15 3 0 0 0 0 0 0 0 903
Stats Percentile 15th 50th 85th 95th
Speed 16 23 28 32
Mean Speed (Average) 23.8
10 MPH Pace Speed 21-30
Number in Pace 519
Percent in Pace 57.0%
Number > 45 MPH 0
Percent > 45 MPH 0.0%
116
Appendix CADT Traffic Volume Count Sheets
117

Page 1 ends

City of Aliso Viejo
Alicia Parkway
B/ City Limits - State Route 73
24 Hour Directional Volume Count

ASV001
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 9/10/2025 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 25 292 23 347
12:15 24 312 22 276
12:30 11 321 18 340
12:45 15 324 75 1249 15 277 78 1240 153 2489
01:00 13 336 20 318
01:15 16 307 23 300
01:30 9 313 11 330
01:45 13 316 51 1272 17 335 71 1283 122 2555
02:00 8 325 18 344
02:15 13 311 14 319
02:30 6 331 13 344
02:45 10 315 37 1282 16 358 61 1365 98 2647
03:00 10 335 17 357
03:15 10 329 11 346
03:30 14 346 26 350
03:45 18 396 52 1406 26 386 80 1439 132 2845
04:00 11 346 21 391
04:15 16 333 26 372
04:30 35 333 49 366
04:45 55 363 117 1375 50 407 146 1536 263 2911
05:00 47 361 52 406
05:15 47 332 76 407
05:30 86 340 86 393
05:45 88 305 268 1338 150 407 364 1613 632 2951
06:00 97 296 121 379
06:15 165 315 145 361
06:30 174 309 180 340
06:45 198 242 634 1162 254 302 700 1382 1334 2544
07:00 257 263 247 288
07:15 255 218 296 278
07:30 286 281 316 226
07:45 340 204 1138 966 378 215 1237 1007 2375 1973
08:00 343 211 340 220
08:15 320 166 326 168
08:30 336 182 360 196
08:45 285 161 1284 720 363 163 1389 747 2673 1467
09:00 286 149 277 184
09:15 273 120 253 146
09:30 274 106 289 129
09:45 276 80 1109 455 362 124 1181 583 2290 1038
10:00 269 102 299 107
10:15 288 80 297 111
10:30 296 76 285 65
10:45 257 57 1110 315 319 62 1200 345 2310 660
11:00 295 61 312 47
11:15 265 42 308 46
11:30 300 41 337 44
11:45 269 27 1129 171 356 37 1313 174 2442 345
Total 7004 11711 7004 11711 7820 12714 7820 12714 14824 24425 Combined
Total 18715 18715 20534 20534 39249
AM Peak - 07:45 - - - 07:45 - - - - -
Vol. - 1339 - - - 1404 - - - - -
P.H.F. 0.976 0.929
PM Peak - - 03:30 - - - 04:45 - - - -
Vol. - - 1421 - - - 1613 - - - -
P.H.F. 0.897 0.991

Percentag
e 37.4% 62.6% 38.1% 61.9%
ADT/AADT ADT 39,249 AADT 39,249
118

Page 1 ends

City of Aliso Viejo
Alicia Parkway
B/ State Route 73 - Pacific Park Drive
24 Hour Directional Volume Count

ASV002
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 9/10/2025 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 27 301 25 345
12:15 25 301 19 302
12:30 12 335 14 348
12:45 14 305 78 1242 15 283 73 1278 151 2520
01:00 16 337 21 314
01:15 15 310 23 307
01:30 10 306 8 330
01:45 11 289 52 1242 15 345 67 1296 119 2538
02:00 13 347 13 356
02:15 11 327 15 321
02:30 7 348 9 340
02:45 8 342 39 1364 14 362 51 1379 90 2743
03:00 9 332 17 365
03:15 4 318 11 340
03:30 14 365 26 328
03:45 14 418 41 1433 29 391 83 1424 124 2857
04:00 7 354 18 405
04:15 11 350 29 365
04:30 25 342 47 382
04:45 42 362 85 1408 52 387 146 1539 231 2947
05:00 41 382 55 382
05:15 44 346 80 399
05:30 58 352 90 384
05:45 72 311 215 1391 148 403 373 1568 588 2959
06:00 99 334 130 365
06:15 133 325 146 360
06:30 124 319 186 328
06:45 151 269 507 1247 266 291 728 1344 1235 2591
07:00 229 247 254 270
07:15 204 235 335 277
07:30 249 290 327 231
07:45 301 207 983 979 408 188 1324 966 2307 1945
08:00 309 217 341 219
08:15 276 186 341 146
08:30 330 191 358 192
08:45 247 176 1162 770 373 146 1413 703 2575 1473
09:00 261 165 303 177
09:15 248 118 258 138
09:30 269 108 284 123
09:45 254 84 1032 475 383 123 1228 561 2260 1036
10:00 266 105 315 94
10:15 257 83 303 96
10:30 302 82 272 65
10:45 245 57 1070 327 341 67 1231 322 2301 649
11:00 312 59 324 44
11:15 250 51 323 38
11:30 297 43 346 42
11:45 246 29 1105 182 360 33 1353 157 2458 339
Total 6369 12060 6369 12060 8070 12537 8070 12537 14439 24597 Combined
Total 18429 18429 20607 20607 39036
AM Peak - 07:45 - - - 07:45 - - - - -
Vol. - 1216 - - - 1448 - - - - -
P.H.F. 0.921 0.887
PM Peak - - 03:30 - - - 05:00 - - - -
Vol. - - 1487 - - - 1568 - - - -
P.H.F. 0.889 0.973

Percentag
e 34.6% 65.4% 39.2% 60.8%
ADT/AADT ADT 39,036 AADT 39,036
119

Page 1 ends

City of Aliso Viejo
Aliso Creek Road
B/ Alicia Parkway - Aliso Viejo Parkway South
24 Hour Directional Volume Count

ASV003
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 9/10/2025 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 189 21 178
12:15 12 163 10 184
12:30 12 172 7 149
12:45 5 212 32 736 8 181 46 692 78 1428
01:00 3 220 9 192
01:15 4 188 3 210
01:30 5 173 9 202
01:45 5 166 17 747 1 193 22 797 39 1544
02:00 6 178 2 171
02:15 6 242 7 216
02:30 2 206 4 248
02:45 2 264 16 890 13 288 26 923 42 1813
03:00 7 342 5 237
03:15 14 345 4 234
03:30 10 221 7 320
03:45 12 239 43 1147 6 326 22 1117 65 2264
04:00 12 260 11 268
04:15 9 232 12 303
04:30 17 236 18 282
04:45 19 257 57 985 19 273 60 1126 117 2111
05:00 29 272 10 300
05:15 25 248 25 314
05:30 44 222 39 298
05:45 59 211 157 953 36 248 110 1160 267 2113
06:00 46 196 61 296
06:15 70 228 66 276
06:30 79 194 83 214
06:45 142 177 337 795 106 204 316 990 653 1785
07:00 226 162 109 155
07:15 162 168 222 186
07:30 289 166 248 147
07:45 480 131 1157 627 304 136 883 624 2040 1251
08:00 404 124 286 110
08:15 402 118 212 93
08:30 250 112 218 138
08:45 204 100 1260 454 192 110 908 451 2168 905
09:00 200 88 115 100
09:15 168 84 132 81
09:30 154 70 136 71
09:45 178 62 700 304 156 60 539 312 1239 616
10:00 148 50 140 44
10:15 148 33 149 37
10:30 159 39 122 41
10:45 164 29 619 151 152 41 563 163 1182 314
11:00 179 29 118 33
11:15 161 24 145 25
11:30 164 25 150 31
11:45 160 15 664 93 187 15 600 104 1264 197
Total 5059 7882 5059 7882 4095 8459 4095 8459 9154 16341 Combined
Total 12941 12941 12554 12554 25495
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 1575 - - - 1060 - - - - -
P.H.F. 0.820 0.872
PM Peak - - 02:45 - - - 03:30 - - - -
Vol. - - 1172 - - - 1217 - - - -
P.H.F. 0.849 0.933

Percentag
e 39.1% 60.9% 32.6% 67.4%
ADT/AADT ADT 25,495 AADT 25,495
120

Page 1 ends

City of Aliso Viejo
Aliso Creek Road
B/ Aliso Viejo Parkway South - Pacific Park Drive
24 Hour Directional Volume Count

ASV004
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 9/10/2025 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 178 15 157
12:15 9 142 11 156
12:30 11 172 7 154
12:45 7 156 31 648 14 178 47 645 78 1293
01:00 1 172 7 166
01:15 9 162 8 178
01:30 8 166 7 188
01:45 5 145 23 645 3 153 25 685 48 1330
02:00 5 142 6 160
02:15 2 186 6 206
02:30 5 149 7 265
02:45 2 225 14 702 10 254 29 885 43 1587
03:00 5 252 6 204
03:15 10 334 7 214
03:30 14 278 7 223
03:45 10 220 39 1084 4 264 24 905 63 1989
04:00 12 229 12 223
04:15 7 232 15 267
04:30 16 202 14 224
04:45 23 234 58 897 13 232 54 946 112 1843
05:00 25 253 16 214
05:15 25 180 36 269
05:30 27 216 42 228
05:45 45 160 122 809 36 212 130 923 252 1732
06:00 33 167 46 222
06:15 52 199 63 196
06:30 56 176 80 164
06:45 86 157 227 699 126 158 315 740 542 1439
07:00 128 134 118 156
07:15 146 140 197 161
07:30 174 124 207 115
07:45 270 110 718 508 308 98 830 530 1548 1038
08:00 314 110 285 106
08:15 347 94 190 94
08:30 254 94 174 115
08:45 166 85 1081 383 202 84 851 399 1932 782
09:00 144 60 134 82
09:15 164 70 132 74
09:30 138 60 126 57
09:45 163 46 609 236 156 60 548 273 1157 509
10:00 135 48 134 38
10:15 119 32 108 30
10:30 135 26 132 41
10:45 126 26 515 132 140 38 514 147 1029 279
11:00 158 24 117 32
11:15 154 17 123 23
11:30 148 20 138 26
11:45 164 10 624 71 146 14 524 95 1148 166
Total 4061 6814 4061 6814 3891 7173 3891 7173 7952 13987 Combined
Total 10875 10875 11064 11064 21939
AM Peak - 07:45 - - - 07:15 - - - - -
Vol. - 1185 - - - 997 - - - - -
P.H.F. 0.854 0.809
PM Peak - - 02:45 - - - 03:45 - - - -
Vol. - - 1089 - - - 978 - - - -
P.H.F. 0.815 0.916

Percentag
e 37.3% 62.7% 35.2% 64.8%
ADT/AADT ADT 21,939 AADT 21,939
121

Page 1 ends

City of Aliso Viejo
Aliso Creek Road
B/ Pacific Park Drive - Glenwood Drive
24 Hour Directional Volume Count

ASV005
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 9/9/2025 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 216 8 96
12:15 6 179 7 106
12:30 4 168 3 111
12:45 3 175 23 738 2 110 20 423 43 1161
01:00 3 170 6 126
01:15 0 164 7 117
01:30 4 143 7 100
01:45 5 161 12 638 2 90 22 433 34 1071
02:00 0 147 4 98
02:15 3 159 5 94
02:30 5 179 8 120
02:45 1 178 9 663 8 101 25 413 34 1076
03:00 4 233 8 128
03:15 1 163 11 176
03:30 6 175 27 158
03:45 9 178 20 749 27 179 73 641 93 1390
04:00 7 140 17 158
04:15 5 202 9 153
04:30 11 276 10 129
04:45 12 259 35 877 15 150 51 590 86 1467
05:00 12 254 17 169
05:15 20 311 30 142
05:30 22 346 23 154
05:45 30 259 84 1170 38 169 108 634 192 1804
06:00 28 267 40 148
06:15 44 303 68 143
06:30 45 205 95 117
06:45 64 196 181 971 82 132 285 540 466 1511
07:00 102 181 143 121
07:15 100 181 129 117
07:30 115 160 133 102
07:45 160 123 477 645 181 84 586 424 1063 1069
08:00 159 125 167 104
08:15 155 151 212 89
08:30 141 154 210 51
08:45 145 142 600 572 137 57 726 301 1326 873
09:00 131 90 130 58
09:15 138 67 114 30
09:30 221 79 109 51
09:45 165 71 655 307 85 34 438 173 1093 480
10:00 139 67 73 35
10:15 128 33 103 28
10:30 152 44 90 21
10:45 139 41 558 185 95 23 361 107 919 292
11:00 149 32 96 19
11:15 138 29 85 10
11:30 169 23 86 14
11:45 192 21 648 105 113 7 380 50 1028 155
Total 3302 7620 3302 7620 3075 4729 3075 4729 6377 12349 Combined
Total 10922 10922 7804 7804 18726
AM Peak - 09:15 - - - 07:45 - - - - -
Vol. - 663 - - - 770 - - - - -
P.H.F. 0.750 0.908
PM Peak - - 05:15 - - - 03:15 - - - -
Vol. - - 1183 - - - 671 - - - -
P.H.F. 0.855 0.937

Percentag
e 30.2% 69.8% 39.4% 60.6%
ADT/AADT ADT 18,726 AADT 18,726
122

Page 1 ends

City of Aliso Viejo
Aliso Creek Road
B/ Glenwood Drive - El Toro Road
24 Hour Directional Volume Count

ASV006
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 9/9/2025 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 21 139 16 176
12:15 12 143 29 181
12:30 2 138 24 167
12:45 13 140 48 560 11 143 80 667 128 1227
01:00 5 157 6 183
01:15 8 139 5 180
01:30 3 137 25 202
01:45 5 162 21 595 9 171 45 736 66 1331
02:00 2 153 5 203
02:15 13 150 7 184
02:30 5 160 9 243
02:45 5 208 25 671 7 213 28 843 53 1514
03:00 10 243 9 237
03:15 11 234 6 250
03:30 27 247 8 334
03:45 20 238 68 962 7 230 30 1051 98 2013
04:00 20 219 19 284
04:15 14 244 22 252
04:30 38 199 20 264
04:45 61 267 133 929 35 238 96 1038 229 1967
05:00 55 277 40 290
05:15 52 307 63 245
05:30 61 278 81 260
05:45 90 284 258 1146 87 219 271 1014 529 2160
06:00 55 234 83 192
06:15 73 267 155 216
06:30 84 228 207 199
06:45 130 190 342 919 194 153 639 760 981 1679
07:00 120 186 271 180
07:15 154 159 307 181
07:30 154 168 365 149
07:45 189 154 617 667 328 132 1271 642 1888 1309
08:00 223 133 300 128
08:15 205 114 299 117
08:30 207 106 318 98
08:45 198 103 833 456 258 121 1175 464 2008 920
09:00 196 112 191 93
09:15 177 101 208 76
09:30 144 98 220 88
09:45 98 72 615 383 171 66 790 323 1405 706
10:00 141 92 140 65
10:15 118 57 197 45
10:30 145 53 173 34
10:45 108 48 512 250 147 37 657 181 1169 431
11:00 115 45 178 34
11:15 123 32 141 29
11:30 115 21 148 31
11:45 116 26 469 124 170 15 637 109 1106 233
Total 3941 7662 3941 7662 5719 7828 5719 7828 9660 15490 Combined
Total 11603 11603 13547 13547 25150
AM Peak - 08:00 - - - 07:15 - - - - -
Vol. - 833 - - - 1300 - - - - -
P.H.F. 0.934 0.890
PM Peak - - 05:00 - - - 03:30 - - - -
Vol. - - 1146 - - - 1100 - - - -
P.H.F. 0.933 0.823

Percentag
e 34.0% 66.0% 42.2% 57.8%
ADT/AADT ADT 25,150 AADT 25,150
123

Page 1 ends

City of Aliso Viejo
Aliso Viejo Parkway
B/ Moulton Parkway - Aliso Creek Road North
24 Hour Directional Volume Count

ASV007
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 9/9/2025 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 24 144 16 137
12:15 18 149 13 168
12:30 9 140 15 127
12:45 7 162 58 595 10 152 54 584 112 1179
01:00 6 138 7 139
01:15 3 148 6 169
01:30 13 176 8 124
01:45 11 146 33 608 6 161 27 593 60 1201
02:00 4 174 4 130
02:15 6 175 5 146
02:30 11 205 15 163
02:45 6 183 27 737 7 176 31 615 58 1352
03:00 9 194 6 173
03:15 6 195 14 229
03:30 7 299 25 203
03:45 8 297 30 985 25 228 70 833 100 1818
04:00 8 241 12 178
04:15 12 233 20 195
04:30 17 217 30 206
04:45 26 265 63 956 53 229 115 808 178 1764
05:00 19 308 46 223
05:15 33 282 65 272
05:30 51 242 85 305
05:45 57 205 160 1037 135 306 331 1106 491 2143
06:00 46 253 86 245
06:15 49 232 98 218
06:30 87 172 106 192
06:45 109 163 291 820 113 169 403 824 694 1644
07:00 142 181 145 149
07:15 190 139 175 158
07:30 207 132 189 156
07:45 239 132 778 584 251 130 760 593 1538 1177
08:00 234 130 241 110
08:15 255 122 268 137
08:30 257 148 292 109
08:45 199 141 945 541 209 101 1010 457 1955 998
09:00 155 97 207 101
09:15 139 82 168 82
09:30 169 61 136 76
09:45 150 74 613 314 147 58 658 317 1271 631
10:00 123 72 107 75
10:15 133 52 101 55
10:30 102 27 112 45
10:45 127 51 485 202 110 51 430 226 915 428
11:00 108 37 103 39
11:15 141 26 119 38
11:30 159 28 106 23
11:45 178 25 586 116 135 17 463 117 1049 233
Total 4069 7495 4069 7495 4352 7073 4352 7073 8421 14568 Combined
Total 11564 11564 11425 11425 22989
AM Peak - 07:45 - - - 07:45 - - - - -
Vol. - 985 - - - 1052 - - - - -
P.H.F. 0.958 0.901
PM Peak - - 04:45 - - - 05:15 - - - -
Vol. - - 1097 - - - 1128 - - - -
P.H.F. 0.890 0.922

Percentag
e 35.2% 64.8% 38.1% 61.9%
ADT/AADT ADT 22,989 AADT 22,989
124

Page 1 ends

City of Aliso Viejo
Aliso Viejo Parkway
B/ Aliso Creek Road North - Enterprise
24 Hour Directional Volume Count

ASV008
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/9/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 95 9 100
12:15 7 98 6 118
12:30 7 89 4 101
12:45 3 96 21 378 0 77 19 396 40 774
01:00 0 90 1 101
01:15 2 88 3 104
01:30 3 99 3 93
01:45 6 78 11 355 2 125 9 423 20 778
02:00 4 112 4 74
02:15 2 158 4 73
02:30 8 119 1 84
02:45 1 102 15 491 0 93 9 324 24 815
03:00 3 106 0 94
03:15 3 113 2 114
03:30 0 129 4 131
03:45 8 147 14 495 7 125 13 464 27 959
04:00 5 128 6 114
04:15 2 131 10 97
04:30 9 126 23 104
04:45 8 139 24 524 38 117 77 432 101 956
05:00 10 185 35 127
05:15 23 166 52 153
05:30 28 131 66 144
05:45 29 134 90 616 88 146 241 570 331 1186
06:00 28 145 59 108
06:15 35 117 44 103
06:30 45 86 62 97
06:45 76 85 184 433 74 79 239 387 423 820
07:00 75 86 88 79
07:15 121 71 178 84
07:30 155 60 161 88
07:45 165 54 516 271 142 77 569 328 1085 599
08:00 158 38 157 72
08:15 134 42 136 66
08:30 135 29 180 77
08:45 98 29 525 138 138 64 611 279 1136 417
09:00 91 26 132 49
09:15 75 24 112 47
09:30 82 27 74 38
09:45 76 22 324 99 88 31 406 165 730 264
10:00 58 16 67 31
10:15 76 14 55 27
10:30 62 10 69 25
10:45 81 26 277 66 68 20 259 103 536 169
11:00 57 10 65 14
11:15 80 5 79 17
11:30 112 11 89 15
11:45 89 5 338 31 104 6 337 52 675 83
Total 2339 3897 2339 3897 2789 3923 2789 3923 5128 7820 Combined
Total 6236 6236 6712 6712 12948
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 612 - - - 638 - - - - -
P.H.F. 0.927 0.896
PM Peak - - 04:45 - - - 05:00 - - - -
Vol. - - 621 - - - 570 - - - -
P.H.F. 0.839 0.931

Percentag
e 37.5% 62.5% 41.6% 58.4%
ADT/AADT ADT 12,948 AADT 12,948
125

Page 1 ends

City of Aliso Viejo
Aliso Viejo Parkway
B/ Enterprise - Aliso Creek Road South
24 Hour Directional Volume Count

ASV009
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/10/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 56 5 134
12:15 1 56 5 152
12:30 2 64 14 133
12:45 3 80 9 256 2 138 26 557 35 813
01:00 0 88 0 150
01:15 2 75 5 172
01:30 2 76 0 120
01:45 4 77 8 316 2 139 7 581 15 897
02:00 3 70 0 128
02:15 1 86 0 187
02:30 1 60 0 240
02:45 0 100 5 316 2 306 2 861 7 1177
03:00 0 118 7 246
03:15 0 141 7 200
03:30 0 150 9 248
03:45 2 103 2 512 6 248 29 942 31 1454
04:00 1 105 10 190
04:15 0 77 16 320
04:30 4 70 19 220
04:45 1 61 6 313 20 203 65 933 71 1246
05:00 8 104 20 226
05:15 6 82 18 224
05:30 5 84 48 186
05:45 22 68 41 338 73 204 159 840 200 1178
06:00 15 74 92 166
06:15 13 82 94 159
06:30 34 80 86 188
06:45 53 64 115 300 184 128 456 641 571 941
07:00 64 54 274 110
07:15 78 49 258 105
07:30 75 67 288 61
07:45 115 62 332 232 470 76 1290 352 1622 584
08:00 170 38 582 57
08:15 184 46 338 64
08:30 153 40 184 104
08:45 55 50 562 174 184 78 1288 303 1850 477
09:00 66 42 131 94
09:15 88 28 103 68
09:30 52 23 129 36
09:45 42 20 248 113 130 39 493 237 741 350
10:00 48 14 128 35
10:15 60 17 114 34
10:30 56 12 100 33
10:45 54 20 218 63 123 18 465 120 683 183
11:00 67 5 84 18
11:15 58 9 126 12
11:30 46 9 116 12
11:45 55 6 226 29 138 10 464 52 690 81
Total 1772 2962 1772 2962 4744 6419 4744 6419 6516 9381 Combined
Total 4734 4734 11163 11163 15897
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 622 - - - 1678 - - - - -
P.H.F. 0.845 0.721
PM Peak - - 03:00 - - - 03:30 - - - -
Vol. - - 512 - - - 1006 - - - -
P.H.F. 0.853 0.786

Percentag
e 37.4% 62.6% 42.5% 57.5%
ADT/AADT ADT 15,897 AADT 15,897
126

Page 1 ends

City of Aliso Viejo
Autumnglen
B/ Aliso Creek Road - Summerfield
24 Hour Directional Volume Count

ASV010
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 8/11/25 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Mon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 6 0 19
12:15 0 12 1 18
12:30 1 11 0 22
12:45 7 10 14 39 2 22 3 81 17 120
01:00 2 10 1 18
01:15 2 20 0 19
01:30 0 19 0 9
01:45 0 21 4 70 0 16 1 62 5 132
02:00 4 20 0 17
02:15 0 28 0 10
02:30 2 20 0 16
02:45 2 26 8 94 0 14 0 57 8 151
03:00 0 18 0 14
03:15 1 29 1 13
03:30 0 44 0 19
03:45 2 28 3 119 1 16 2 62 5 181
04:00 4 49 2 18
04:15 1 36 1 12
04:30 3 33 2 16
04:45 0 34 8 152 3 8 8 54 16 206
05:00 2 44 2 16
05:15 4 54 4 14
05:30 12 39 5 10
05:45 8 51 26 188 4 18 15 58 41 246
06:00 6 52 4 14
06:15 14 40 8 18
06:30 22 44 12 13
06:45 25 42 67 178 13 14 37 59 104 237
07:00 32 28 22 12
07:15 35 48 22 15
07:30 30 21 22 5
07:45 36 40 133 137 24 14 90 46 223 183
08:00 32 31 27 6
08:15 43 21 36 3
08:30 42 24 24 6
08:45 23 26 140 102 19 4 106 19 246 121
09:00 22 22 10 4
09:15 16 20 10 4
09:30 22 28 12 4
09:45 20 18 80 88 10 5 42 17 122 105
10:00 12 21 23 2
10:15 18 8 25 2
10:30 6 12 19 1
10:45 19 10 55 51 18 2 85 7 140 58
11:00 6 6 18 2
11:15 5 4 17 0
11:30 4 3 18 2
11:45 12 5 27 18 16 1 69 5 96 23
Total 565 1236 565 1236 458 527 458 527 1023 1763
Combined
Total 1801 1801 985 985 2786
AM Peak - 07:45 - - - 07:45 - - - - -
Vol. - 153 - - - 111 - - - - -
P.H.F. 0.890 0.771
PM Peak - - 05:15 - - - 12:00 - - - -
Vol. - - 196 - - - 81 - - - -
P.H.F. 0.907 0.920

Percentag
e 31.4% 68.6% 46.5% 53.5%
ADT/AADT ADT 2,786 AADT 2,786
127

Page 1 ends

City of Aliso Viejo
Boundary Oak
B/ Wood Canyon Drive - Pacific Grove Drive
24 Hour Directional Volume Count

ASV011
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/10/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 16 1 10
12:15 0 18 1 16
12:30 0 9 0 15
12:45 0 19 2 62 1 18 3 59 5 121
01:00 1 12 1 16
01:15 2 12 1 16
01:30 0 19 1 21
01:45 1 14 4 57 0 32 3 85 7 142
02:00 0 31 0 24
02:15 0 34 2 19
02:30 1 20 0 17
02:45 0 18 1 103 0 10 2 70 3 173
03:00 0 20 1 22
03:15 1 23 0 19
03:30 0 20 0 36
03:45 0 30 1 93 1 38 2 115 3 208
04:00 0 18 0 23
04:15 0 23 2 34
04:30 0 18 1 24
04:45 2 24 2 83 2 28 5 109 7 192
05:00 2 28 0 35
05:15 5 32 4 35
05:30 6 26 3 26
05:45 10 25 23 111 2 27 9 123 32 234
06:00 5 30 0 40
06:15 8 20 5 23
06:30 10 32 9 32
06:45 11 18 34 100 14 24 28 119 62 219
07:00 38 24 15 32
07:15 32 16 22 22
07:30 53 11 36 24
07:45 41 16 164 67 17 9 90 87 254 154
08:00 44 33 16 16
08:15 39 20 24 17
08:30 27 14 19 19
08:45 22 10 132 77 30 13 89 65 221 142
09:00 15 13 12 10
09:15 14 6 12 14
09:30 19 5 15 6
09:45 23 6 71 30 11 5 50 35 121 65
10:00 14 3 16 4
10:15 20 5 13 4
10:30 8 1 9 5
10:45 16 2 58 11 14 0 52 13 110 24
11:00 18 2 10 2
11:15 9 2 17 2
11:30 12 0 11 3
11:45 16 0 55 4 13 5 51 12 106 16
Total 547 798 547 798 384 892 384 892 931 1690
Combined
Total 1345 1345 1276 1276 2621
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 177 - - - 93 - - - - -
P.H.F. 0.835 0.646
PM Peak - - 05:15 - - - 03:30 - - - -
Vol. - - 113 - - - 131 - - - -
P.H.F. 0.883 0.862

Percentag
e 40.7% 59.3% 30.1% 69.9%
ADT/AADT ADT 2,621 AADT 2,621
128

Page 1 ends

City of Aliso Viejo
Canyon Vistas
B/ Pacific Park Drive - Silkwood
24 Hour Directional Volume Count

ASV012
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/11/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 46 3 40
12:15 3 38 1 50
12:30 2 36 0 42
12:45 2 38 11 158 0 42 4 174 15 332
01:00 1 64 0 34
01:15 0 40 0 26
01:30 1 33 0 43
01:45 2 42 4 179 0 33 0 136 4 315
02:00 0 34 2 30
02:15 1 50 0 31
02:30 0 34 0 54
02:45 0 34 1 152 0 53 2 168 3 320
03:00 0 53 0 48
03:15 2 67 2 56
03:30 1 84 5 58
03:45 0 60 3 264 1 42 8 204 11 468
04:00 1 45 3 54
04:15 3 74 3 49
04:30 1 78 4 58
04:45 2 79 7 276 5 50 15 211 22 487
05:00 2 91 6 48
05:15 2 74 15 49
05:30 2 80 19 59
05:45 5 77 11 322 21 52 61 208 72 530
06:00 6 66 30 54
06:15 11 78 31 41
06:30 12 43 36 41
06:45 16 72 45 259 34 38 131 174 176 433
07:00 18 66 62 43
07:15 25 60 110 46
07:30 34 58 90 28
07:45 56 42 133 226 100 28 362 145 495 371
08:00 39 45 84 34
08:15 44 50 74 18
08:30 42 34 59 20
08:45 30 26 155 155 55 22 272 94 427 249
09:00 25 17 46 27
09:15 29 32 42 14
09:30 19 28 50 7
09:45 22 29 95 106 44 12 182 60 277 166
10:00 26 16 41 13
10:15 25 14 34 14
10:30 34 16 36 8
10:45 28 2 113 48 63 2 174 37 287 85
11:00 24 4 30 10
11:15 37 10 39 6
11:30 35 6 36 2
11:45 35 2 131 22 43 4 148 22 279 44
Total 709 2167 709 2167 1359 1633 1359 1633 2068 3800
Combined
Total 2876 2876 2992 2992 5868
AM Peak - 07:45 - - - 07:15 - - - - -
Vol. - 181 - - - 384 - - - - -
P.H.F. 0.808 0.873
PM Peak - - 04:45 - - - 02:45 - - - -
Vol. - - 324 - - - 215 - - - -
P.H.F. 0.890 0.927

Percentag
e 24.7% 75.3% 45.4% 54.6%
ADT/AADT ADT 5,868 AADT 5,868
129

Page 1 ends

City of Aliso Viejo
Canyon Wren Lane
B/ Westwing - El Toro Road
24 Hour Directional Volume Count

ASV013
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/9/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 14 0 13
12:15 0 16 0 17
12:30 0 15 1 15
12:45 1 27 2 72 1 10 2 55 4 127
01:00 0 23 0 19
01:15 0 20 1 13
01:30 0 16 0 18
01:45 0 21 0 80 0 20 1 70 1 150
02:00 0 22 0 24
02:15 0 15 0 12
02:30 0 19 0 14
02:45 0 18 0 74 0 23 0 73 0 147
03:00 0 14 0 29
03:15 0 25 0 27
03:30 0 24 0 19
03:45 1 27 1 90 1 20 1 95 2 185
04:00 0 23 0 21
04:15 1 18 0 32
04:30 2 30 0 22
04:45 1 14 4 85 0 21 0 96 4 181
05:00 3 18 0 20
05:15 6 31 1 36
05:30 3 20 2 26
05:45 2 20 14 89 2 14 5 96 19 185
06:00 6 13 0 17
06:15 7 18 5 17
06:30 5 22 4 24
06:45 10 18 28 71 8 10 17 68 45 139
07:00 14 13 11 28
07:15 18 28 12 21
07:30 17 14 20 12
07:45 28 21 77 76 14 12 57 73 134 149
08:00 22 9 17 7
08:15 30 10 11 10
08:30 25 8 14 10
08:45 30 8 107 35 11 14 53 41 160 76
09:00 24 7 13 10
09:15 24 3 23 12
09:30 22 5 9 4
09:45 18 5 88 20 11 4 56 30 144 50
10:00 19 2 18 4
10:15 16 3 14 5
10:30 19 2 16 1
10:45 11 5 65 12 13 4 61 14 126 26
11:00 18 1 13 1
11:15 14 0 16 0
11:30 14 1 9 1
11:45 14 0 60 2 12 1 50 3 110 5
Total 446 706 446 706 303 714 303 714 749 1420
Combined
Total 1152 1152 1017 1017 2169
AM Peak - 08:15 - - - 07:15 - - - - -
Vol. - 109 - - - 63 - - - - -
P.H.F. 0.908 0.788
PM Peak - - 03:15 - - - 04:45 - - - -
Vol. - - 99 - - - 103 - - - -
P.H.F. 0.917 0.715

Percentag
e 38.7% 61.3% 29.8% 70.2%
ADT/AADT ADT 2,169 AADT 2,169
130

Page 1 ends

City of Aliso Viejo
Cedarbrook
B/ Glenwood Drive - Da Vinci
24 Hour Directional Volume Count

ASV014
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/10/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 7 0 9
12:15 0 6 0 5
12:30 0 4 0 9
12:45 0 5 0 22 0 0 0 23 0 45
01:00 0 4 0 2
01:15 1 8 1 7
01:30 0 1 1 4
01:45 0 8 1 21 0 6 2 19 3 40
02:00 0 2 0 2
02:15 0 10 0 8
02:30 0 1 0 6
02:45 0 9 0 22 0 4 0 20 0 42
03:00 0 9 0 8
03:15 0 7 0 6
03:30 0 6 0 4
03:45 0 7 0 29 2 2 2 20 2 49
04:00 0 8 0 3
04:15 0 8 1 4
04:30 0 5 0 6
04:45 0 14 0 35 2 7 3 20 3 55
05:00 0 8 1 5
05:15 1 8 2 10
05:30 0 6 3 10
05:45 0 7 1 29 1 9 7 34 8 63
06:00 1 6 6 3
06:15 1 7 5 8
06:30 0 12 2 4
06:45 2 6 4 31 4 11 17 26 21 57
07:00 2 7 6 3
07:15 2 8 12 5
07:30 4 2 13 4
07:45 5 6 13 23 7 8 38 20 51 43
08:00 5 5 12 3
08:15 1 4 11 5
08:30 3 6 10 2
08:45 3 6 12 21 7 3 40 13 52 34
09:00 8 2 5 3
09:15 4 4 9 1
09:30 2 1 6 3
09:45 3 1 17 8 3 4 23 11 40 19
10:00 3 3 6 1
10:15 2 5 10 1
10:30 4 0 3 0
10:45 5 1 14 9 4 1 23 3 37 12
11:00 1 0 6 1
11:15 3 2 4 1
11:30 4 3 2 3
11:45 6 3 14 8 4 0 16 5 30 13
Total 76 258 76 258 171 214 171 214 247 472
Combined
Total 334 334 385 385 719
AM Peak - 08:30 - - - 07:15 - - - - -
Vol. - 18 - - - 44 - - - - -
P.H.F. 0.563 0.846
PM Peak - - 04:45 - - - 05:00 - - - -
Vol. - - 36 - - - 34 - - - -
P.H.F. 0.643 0.850

Percentag
e 22.8% 77.2% 44.4% 55.6%
ADT/AADT ADT 719 AADT 719
131

Page 1 ends

City of Aliso Viejo
Cedarbrook
B/ Glenwood Drive - Aliso Viejo Parkway
24 Hour Directional Volume Count

ASV015
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/9/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 15 1 15
12:15 1 16 2 8
12:30 1 12 1 14
12:45 0 22 3 65 0 10 4 47 7 112
01:00 1 20 2 14
01:15 0 20 0 14
01:30 0 14 0 14
01:45 0 26 1 80 0 22 2 64 3 144
02:00 0 20 0 16
02:15 0 27 1 29
02:30 0 20 0 32
02:45 0 18 0 85 0 15 1 92 1 177
03:00 0 20 0 16
03:15 0 39 1 28
03:30 1 50 0 28
03:45 0 46 1 155 2 26 3 98 4 253
04:00 1 37 1 13
04:15 1 34 0 22
04:30 0 22 2 18
04:45 1 32 3 125 1 34 4 87 7 212
05:00 0 34 3 24
05:15 0 24 6 23
05:30 4 26 4 24
05:45 1 20 5 104 4 27 17 98 22 202
06:00 6 26 4 21
06:15 3 30 8 22
06:30 4 30 8 11
06:45 7 25 20 111 10 19 30 73 50 184
07:00 9 34 22 11
07:15 12 24 30 9
07:30 18 18 22 8
07:45 16 22 55 98 26 12 100 40 155 138
08:00 26 22 26 9
08:15 28 16 38 4
08:30 23 18 17 8
08:45 10 16 87 72 22 6 103 27 190 99
09:00 10 6 17 3
09:15 12 6 14 1
09:30 8 5 11 3
09:45 20 6 50 23 14 1 56 8 106 31
10:00 4 4 8 7
10:15 12 3 14 1
10:30 20 1 15 2
10:45 8 7 44 15 12 2 49 12 93 27
11:00 17 4 12 4
11:15 15 3 16 3
11:30 15 1 4 1
11:45 30 2 77 10 12 4 44 12 121 22
Total 346 943 346 943 413 658 413 658 759 1601
Combined
Total 1289 1289 1071 1071 2360
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 93 - - - 112 - - - - -
P.H.F. 0.830 0.737
PM Peak - - 03:15 - - - 04:45 - - - -
Vol. - - 172 - - - 105 - - - -
P.H.F. 0.860 0.772

Percentag
e 26.8% 73.2% 38.6% 61.4%
ADT/AADT ADT 2,360 AADT 2,360
132

Page 1 ends

City of Aliso Viejo
Cedarbrook
B/ Aliso Viejo Parkway - Park
24 Hour Directional Volume Count

ASV016
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/9/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 8 4 22
12:15 2 10 1 18
12:30 0 12 1 16
12:45 0 26 3 56 1 12 7 68 10 124
01:00 1 20 1 16
01:15 0 22 0 20
01:30 0 20 0 14
01:45 0 22 1 84 0 12 1 62 2 146
02:00 0 17 1 15
02:15 0 18 1 36
02:30 0 30 1 32
02:45 1 19 1 84 0 26 3 109 4 193
03:00 2 15 0 45
03:15 1 19 0 53
03:30 2 124 0 68
03:45 1 126 6 284 1 46 1 212 7 496
04:00 1 44 2 26
04:15 1 24 1 26
04:30 2 36 0 32
04:45 6 38 10 142 1 54 4 138 14 280
05:00 8 40 1 52
05:15 4 34 1 44
05:30 6 34 2 58
05:45 13 26 31 134 3 44 7 198 38 332
06:00 6 28 1 38
06:15 6 23 3 42
06:30 11 44 10 51
06:45 23 25 46 120 4 38 18 169 64 289
07:00 28 35 11 39
07:15 34 38 12 28
07:30 54 18 22 32
07:45 48 9 164 100 38 25 83 124 247 224
08:00 54 16 38 36
08:15 72 22 69 18
08:30 121 14 87 21
08:45 66 6 313 58 24 17 218 92 531 150
09:00 23 10 14 12
09:15 17 15 20 17
09:30 20 4 12 9
09:45 26 4 86 33 12 11 58 49 144 82
10:00 15 9 15 15
10:15 16 5 8 16
10:30 15 4 15 4
10:45 24 3 70 21 15 9 53 44 123 65
11:00 22 2 23 10
11:15 26 1 15 6
11:30 15 2 11 5
11:45 18 1 81 6 10 5 59 26 140 32
Total 812 1122 812 1122 512 1291 512 1291 1324 2413
Combined
Total 1934 1934 1803 1803 3737
AM Peak - 08:00 - - - 07:45 - - - - -
Vol. - 313 - - - 232 - - - - -
P.H.F. 0.647 0.667
PM Peak - - 03:30 - - - 03:00 - - - -
Vol. - - 318 - - - 212 - - - -
P.H.F. 0.631 0.779

Percentag
e 42.0% 58.0% 28.4% 71.6%
ADT/AADT ADT 3,737 AADT 3,737
133

Page 1 ends

City of Aliso Viejo
Chase
B/ Pacific Park Drive - Thistledown
24 Hour Directional Volume Count

ASV017
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/24/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 36 4 32
12:15 0 20 4 36
12:30 0 34 4 34
12:45 2 28 2 118 4 36 16 138 18 256
01:00 0 24 2 33
01:15 2 32 6 42
01:30 0 38 2 58
01:45 2 37 4 131 0 64 10 197 14 328
02:00 0 84 0 67
02:15 1 126 0 26
02:30 0 34 2 42
02:45 4 53 5 297 0 58 2 193 7 490
03:00 0 60 0 70
03:15 3 68 2 91
03:30 6 252 2 71
03:45 3 58 12 438 0 54 4 286 16 724
04:00 0 48 0 50
04:15 4 42 2 74
04:30 9 46 0 54
04:45 11 36 24 172 0 72 2 250 26 422
05:00 10 58 2 75
05:15 8 46 1 72
05:30 23 42 0 74
05:45 22 38 63 184 0 53 3 274 66 458
06:00 7 30 8 63
06:15 16 26 4 67
06:30 38 24 7 69
06:45 42 26 103 106 11 60 30 259 133 365
07:00 74 28 45 36
07:15 95 14 152 38
07:30 242 22 198 41
07:45 144 16 555 80 36 37 431 152 986 232
08:00 100 15 40 44
08:15 144 8 60 44
08:30 211 11 48 47
08:45 65 15 520 49 32 42 180 177 700 226
09:00 36 12 34 35
09:15 45 14 24 26
09:30 47 12 12 26
09:45 34 6 162 44 20 30 90 117 252 161
10:00 36 2 22 18
10:15 26 1 32 12
10:30 29 4 26 9
10:45 22 4 113 11 20 4 100 43 213 54
11:00 24 4 24 10
11:15 32 6 32 10
11:30 38 0 31 4
11:45 33 4 127 14 32 4 119 28 246 42
Total 1690 1644 1690 1644 987 2114 987 2114 2677 3758
Combined
Total 3334 3334 3101 3101 6435
AM Peak - 07:30 - - - 07:00 - - - - -
Vol. - 630 - - - 431 - - - - -
P.H.F. 0.651 0.544
PM Peak - - 03:00 - - - 04:45 - - - -
Vol. - - 438 - - - 293 - - - -
P.H.F. 0.435 0.805

Percentag
e 50.7% 49.3% 31.8% 68.2%
ADT/AADT ADT 6,435 AADT 6,435
134

Page 1 ends

City of Aliso Viejo
City Lights Drive
B/ Pacific Park Drive - Grand
24 Hour Directional Volume Count

ASV018
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/10/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 28 6 28
12:15 3 29 4 20
12:30 1 32 1 22
12:45 2 30 7 119 1 28 12 98 19 217
01:00 1 31 3 24
01:15 0 20 1 28
01:30 3 13 2 23
01:45 0 24 4 88 2 29 8 104 12 192
02:00 1 17 0 23
02:15 0 19 2 14
02:30 0 30 0 22
02:45 0 17 1 83 1 16 3 75 4 158
03:00 0 24 0 13
03:15 1 21 1 24
03:30 1 32 0 24
03:45 1 36 3 113 2 24 3 85 6 198
04:00 0 26 1 22
04:15 1 26 1 32
04:30 0 28 2 30
04:45 2 18 3 98 1 25 5 109 8 207
05:00 0 22 2 30
05:15 3 28 0 36
05:30 4 28 1 37
05:45 3 29 10 107 3 26 6 129 16 236
06:00 7 49 3 35
06:15 6 22 3 30
06:30 7 28 10 25
06:45 11 25 31 124 7 28 23 118 54 242
07:00 8 20 3 20
07:15 9 30 5 34
07:30 22 24 16 32
07:45 16 22 55 96 17 27 41 113 96 209
08:00 22 18 14 30
08:15 27 16 12 18
08:30 24 11 22 24
08:45 27 11 100 56 21 18 69 90 169 146
09:00 26 8 13 16
09:15 17 17 11 14
09:30 28 9 8 9
09:45 21 3 92 37 12 7 44 46 136 83
10:00 21 3 13 7
10:15 6 5 18 7
10:30 15 6 9 11
10:45 12 3 54 17 12 5 52 30 106 47
11:00 16 1 6 5
11:15 15 5 16 5
11:30 14 2 10 5
11:45 24 2 69 10 12 2 44 17 113 27
Total 429 948 429 948 310 1014 310 1014 739 1962
Combined
Total 1377 1377 1324 1324 2701
AM Peak - 08:15 - - - 08:00 - - - - -
Vol. - 104 - - - 69 - - - - -
P.H.F. 0.963 0.784
PM Peak - - 05:15 - - - 05:15 - - - -
Vol. - - 134 - - - 134 - - - -
P.H.F. 0.684 0.905

Percentag
e 31.2% 68.8% 23.4% 76.6%
ADT/AADT ADT 2,701 AADT 2,701
135

Page 1 ends

City of Aliso Viejo
Columbia
B/ Aliso Creek Road - Aliso Viejo Parkway
24 Hour Directional Volume Count

ASV019
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/9/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 19 3 34
12:15 2 26 1 37
12:30 3 24 2 25
12:45 1 25 8 94 1 38 7 134 15 228
01:00 1 17 1 30
01:15 0 33 1 24
01:30 0 35 3 19
01:45 1 58 2 143 0 17 5 90 7 233
02:00 1 24 4 26
02:15 2 34 2 18
02:30 3 26 0 18
02:45 1 32 7 116 0 22 6 84 13 200
03:00 1 23 1 23
03:15 1 31 1 26
03:30 3 25 1 33
03:45 2 37 7 116 3 34 6 116 13 232
04:00 6 33 3 21
04:15 2 40 4 20
04:30 1 40 9 28
04:45 3 41 12 154 17 21 33 90 45 244
05:00 2 27 34 24
05:15 2 55 24 31
05:30 10 47 24 27
05:45 16 51 30 180 29 30 111 112 141 292
06:00 6 50 35 44
06:15 8 40 13 28
06:30 6 34 16 25
06:45 7 26 27 150 13 18 77 115 104 265
07:00 13 20 38 18
07:15 7 14 30 21
07:30 16 21 41 24
07:45 25 16 61 71 41 17 150 80 211 151
08:00 34 7 48 17
08:15 36 21 52 8
08:30 30 13 50 21
08:45 24 20 124 61 44 22 194 68 318 129
09:00 19 23 47 30
09:15 20 13 51 17
09:30 18 20 36 11
09:45 20 26 77 82 30 10 164 68 241 150
10:00 19 11 24 8
10:15 14 12 24 10
10:30 12 7 24 5
10:45 17 2 62 32 17 4 89 27 151 59
11:00 28 7 16 3
11:15 17 5 32 1
11:30 12 3 15 2
11:45 20 4 77 19 25 0 88 6 165 25
Total 494 1218 494 1218 930 990 930 990 1424 2208
Combined
Total 1712 1712 1920 1920 3632
AM Peak - 07:45 - - - 08:00 - - - - -
Vol. - 125 - - - 194 - - - - -
P.H.F. 0.868 0.933
PM Peak - - 05:15 - - - 12:00 - - - -
Vol. - - 203 - - - 134 - - - -
P.H.F. 0.923 0.882

Percentag
e 28.9% 71.1% 48.4% 51.6%
ADT/AADT ADT 3,632 AADT 3,632
136

Page 1 ends

City of Aliso Viejo
Da Vinci
B/ Glenwood Drive - Cedarbrook
24 Hour Directional Volume Count

ASV020
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/10/25 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 1 1 6
12:15 0 6 0 3
12:30 0 5 0 3
12:45 0 5 0 17 0 0 1 12 1 29
01:00 0 5 0 7
01:15 0 5 2 2
01:30 0 4 1 3
01:45 0 2 0 16 0 6 3 18 3 34
02:00 0 3 0 1
02:15 0 8 0 5
02:30 0 2 0 3
02:45 0 3 0 16 0 8 0 17 0 33
03:00 0 4 0 4
03:15 0 2 0 5
03:30 0 6 0 4
03:45 0 3 0 15 0 2 0 15 0 30
04:00 0 3 0 7
04:15 0 7 0 7
04:30 1 4 0 7
04:45 0 5 1 19 0 8 0 29 1 48
05:00 0 5 0 3
05:15 0 3 0 6
05:30 0 3 1 3
05:45 3 2 3 13 0 8 1 20 4 33
06:00 3 2 1 6
06:15 3 2 1 9
06:30 4 8 0 9
06:45 3 6 13 18 2 8 4 32 17 50
07:00 2 2 0 7
07:15 2 4 4 9
07:30 7 2 2 4
07:45 3 0 14 8 2 5 8 25 22 33
08:00 3 3 2 4
08:15 4 4 3 8
08:30 5 1 4 5
08:45 8 2 20 10 3 6 12 23 32 33
09:00 3 1 2 1
09:15 3 2 2 6
09:30 5 4 5 3
09:45 6 0 17 7 3 5 12 15 29 22
10:00 6 0 5 2
10:15 2 1 2 1
10:30 4 1 4 4
10:45 4 0 16 2 3 0 14 7 30 9
11:00 3 1 4 0
11:15 6 0 3 3
11:30 2 2 6 3
11:45 9 1 20 4 4 0 17 6 37 10
Total 104 145 104 145 72 219 72 219 176 364
Combined
Total 249 249 291 291 540
AM Peak - 08:00 - - - 11:00 - - - - -
Vol. - 20 - - - 17 - - - - -
P.H.F. 0.625 0.708
PM Peak - - 00:15 - - - 06:15 - - - -
Vol. - - 21 - - - 33 - - - -
P.H.F. 0.875 0.917

Percentag
e 41.8% 58.2% 24.7% 75.3%
ADT/AADT ADT 540 AADT 540
137

Page 1 ends

City of Aliso Viejo
Deerhurst
B/ Pacific Park Drive - Wolverine Way
24 Hour Directional Volume Count

ASV021
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/10/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 19 1 9
12:15 0 22 0 11
12:30 0 26 1 15
12:45 0 58 2 125 0 24 2 59 4 184
01:00 0 54 0 26
01:15 0 26 0 28
01:30 0 49 0 21
01:45 2 21 2 150 2 13 2 88 4 238
02:00 0 14 3 7
02:15 2 24 0 11
02:30 2 35 1 20
02:45 0 31 4 104 0 16 4 54 8 158
03:00 0 50 0 26
03:15 0 110 0 51
03:30 0 74 0 37
03:45 0 50 0 284 0 24 0 138 0 422
04:00 1 25 0 11
04:15 1 24 0 16
04:30 2 32 1 16
04:45 3 34 7 115 0 12 1 55 8 170
05:00 1 40 1 22
05:15 3 36 1 16
05:30 6 38 4 19
05:45 7 22 17 136 2 10 8 67 25 203
06:00 30 31 11 25
06:15 10 27 3 17
06:30 11 30 2 19
06:45 16 20 67 108 11 12 27 73 94 181
07:00 40 16 9 12
07:15 43 16 17 9
07:30 45 16 6 12
07:45 112 20 240 68 19 11 51 44 291 112
08:00 136 20 15 11
08:15 105 8 16 6
08:30 48 10 11 12
08:45 26 13 315 51 10 6 52 35 367 86
09:00 22 14 16 8
09:15 26 10 16 7
09:30 26 5 14 8
09:45 16 7 90 36 8 3 54 26 144 62
10:00 22 3 13 4
10:15 20 4 15 4
10:30 9 4 6 3
10:45 24 4 75 15 21 2 55 13 130 28
11:00 10 3 8 0
11:15 10 0 11 0
11:30 10 2 3 1
11:45 20 3 50 8 10 1 32 2 82 10
Total 869 1200 869 1200 288 654 288 654 1157 1854
Combined
Total 2069 2069 942 942 3011
AM Peak - 07:45 - - - 07:45 - - - - -
Vol. - 401 - - - 61 - - - - -
P.H.F. 0.737 0.803
PM Peak - - 03:00 - - - 03:00 - - - -
Vol. - - 284 - - - 138 - - - -
P.H.F. 0.645 0.676

Percentag
e 42.0% 58.0% 30.6% 69.4%
ADT/AADT ADT 3,011 AADT 3,011
138

Page 1 ends

City of Aliso Viejo
Eastwind
B/ Briarglen - Amber
24 Hour Directional Volume Count

ASV022
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/10/25 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 7 1 6
12:15 0 2 0 3
12:30 0 1 0 3
12:45 0 1 0 11 0 1 1 13 1 24
01:00 0 4 0 4
01:15 0 2 0 7
01:30 0 5 0 3
01:45 0 1 0 12 1 8 1 22 1 34
02:00 0 6 0 4
02:15 0 8 0 8
02:30 0 4 0 9
02:45 0 8 0 26 0 5 0 26 0 52
03:00 0 1 0 5
03:15 0 2 0 2
03:30 0 6 0 6
03:45 0 5 0 14 0 8 0 21 0 35
04:00 0 5 1 6
04:15 1 7 0 8
04:30 0 6 1 4
04:45 0 3 1 21 0 4 2 22 3 43
05:00 0 3 1 3
05:15 0 3 0 8
05:30 1 4 0 9
05:45 1 6 2 16 0 7 1 27 3 43
06:00 0 6 2 3
06:15 1 8 0 7
06:30 0 5 1 4
06:45 2 4 3 23 3 6 6 20 9 43
07:00 2 6 1 6
07:15 3 3 3 4
07:30 2 4 12 4
07:45 6 3 13 16 9 2 25 16 38 32
08:00 8 1 6 3
08:15 3 2 3 1
08:30 5 1 3 1
08:45 3 0 19 4 7 3 19 8 38 12
09:00 1 2 1 1
09:15 5 1 8 1
09:30 3 2 4 3
09:45 2 1 11 6 6 1 19 6 30 12
10:00 1 3 2 0
10:15 3 0 5 4
10:30 2 0 3 2
10:45 2 0 8 3 7 1 17 7 25 10
11:00 7 2 2 0
11:15 3 0 6 1
11:30 3 0 2 0
11:45 2 0 15 2 2 0 12 1 27 3
Total 72 154 72 154 103 189 103 189 175 343
Combined
Total 226 226 292 292 518
AM Peak - 07:45 - - - 07:15 - - - - -
Vol. - 22 - - - 30 - - - - -
P.H.F. 0.688 0.625
PM Peak - - 02:00 - - - 01:45 - - - -
Vol. - - 26 - - - 29 - - - -
P.H.F. 0.813 0.806

Percentag
e 31.9% 68.1% 35.3% 64.7%
ADT/AADT ADT 518 AADT 518
139

Page 1 ends

City of Aliso Viejo
Eastwing
B/ Westwing - Aliso Creek Road
24 Hour Directional Volume Count

ASV023
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/9/25 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 20 1 13
12:15 0 14 1 7
12:30 0 14 0 8
12:45 1 12 3 60 0 11 2 39 5 99
01:00 1 8 1 21
01:15 1 11 1 13
01:30 0 14 1 11
01:45 1 13 3 46 0 7 3 52 6 98
02:00 1 10 0 14
02:15 1 19 0 18
02:30 0 9 0 16
02:45 0 19 2 57 0 15 0 63 2 120
03:00 0 11 0 19
03:15 1 26 1 12
03:30 0 10 0 13
03:45 1 14 2 61 0 21 1 65 3 126
04:00 0 11 0 20
04:15 1 11 0 26
04:30 1 16 0 22
04:45 3 22 5 60 0 26 0 94 5 154
05:00 2 20 1 21
05:15 3 24 0 18
05:30 1 14 1 23
05:45 4 12 10 70 0 21 2 83 12 153
06:00 5 14 1 10
06:15 8 17 1 25
06:30 5 12 4 8
06:45 10 12 28 55 2 24 8 67 36 122
07:00 13 12 4 17
07:15 23 9 7 16
07:30 26 4 4 15
07:45 24 10 86 35 19 7 34 55 120 90
08:00 18 5 6 10
08:15 15 5 8 11
08:30 19 5 11 11
08:45 15 4 67 19 15 13 40 45 107 64
09:00 12 4 7 6
09:15 18 3 16 8
09:30 8 1 4 5
09:45 11 3 49 11 7 8 34 27 83 38
10:00 7 4 16 6
10:15 11 3 6 5
10:30 9 2 16 5
10:45 12 1 39 10 12 3 50 19 89 29
11:00 7 0 9 1
11:15 11 0 5 0
11:30 12 0 10 4
11:45 11 1 41 1 18 1 42 6 83 7
Total 335 485 335 485 216 615 216 615 551 1100
Combined
Total 820 820 831 831 1651
AM Peak - 07:15 - - - 10:00 - - - - -
Vol. - 91 - - - 50 - - - - -
P.H.F. 0.875 0.781
PM Peak - - 04:30 - - - 04:15 - - - -
Vol. - - 82 - - - 95 - - - -
P.H.F. 0.854 0.913

Percentag
e 40.9% 59.1% 26.0% 74.0%
ADT/AADT ADT 1,651 AADT 1,651
140

Page 1 ends

City of Aliso Viejo
Enterprise
B/ Pacific Park Drive - Aliso Viejo Parkway
24 Hour Directional Volume Count

ASV024
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/9/25 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 31 5 69
12:15 2 36 26 56
12:30 0 32 12 57
12:45 2 40 7 139 4 47 47 229 54 368
01:00 2 42 2 69
01:15 0 31 8 62
01:30 1 26 13 76
01:45 3 42 6 141 3 60 26 267 32 408
02:00 0 41 1 61
02:15 0 51 1 63
02:30 0 46 1 79
02:45 0 41 0 179 0 66 3 269 3 448
03:00 0 40 0 110
03:15 1 49 0 121
03:30 0 72 1 163
03:45 0 52 1 213 2 96 3 490 4 703
04:00 0 43 4 112
04:15 4 52 2 93
04:30 8 51 2 104
04:45 19 57 31 203 3 97 11 406 42 609
05:00 14 50 4 121
05:15 24 65 10 121
05:30 28 58 20 113
05:45 45 55 111 228 25 105 59 460 170 688
06:00 19 48 25 90
06:15 23 63 33 89
06:30 34 44 36 72
06:45 45 48 121 203 33 63 127 314 248 517
07:00 39 25 40 58
07:15 59 27 50 63
07:30 83 30 64 64
07:45 114 26 295 108 58 45 212 230 507 338
08:00 92 25 59 46
08:15 79 18 56 49
08:30 94 20 57 42
08:45 84 21 349 84 54 45 226 182 575 266
09:00 68 17 36 30
09:15 60 22 42 27
09:30 49 19 42 24
09:45 35 9 212 67 36 19 156 100 368 167
10:00 43 6 38 19
10:15 34 8 44 16
10:30 39 1 38 14
10:45 36 4 152 19 46 9 166 58 318 77
11:00 38 5 55 6
11:15 29 4 37 10
11:30 35 6 55 7
11:45 34 2 136 17 55 13 202 36 338 53
Total 1421 1601 1421 1601 1238 3041 1238 3041 2659 4642 Combined
Total 3022 3022 4279 4279 7301
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 379 - - - 237 - - - - -
P.H.F. 0.831 0.926
PM Peak - - 04:45 - - - 03:15 - - - -
Vol. - - 230 - - - 492 - - - -
P.H.F. 0.885 0.755

Percentag
e 47.0% 53.0% 28.9% 71.1%
ADT/AADT ADT 7,301 AADT 7,301
141

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City of Aliso Viejo
Enterprise
B/ Aliso Viejo Parkway - Aliso Creek Road
24 Hour Directional Volume Count

ASV025
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
email: [email protected]

Start 9/9/25 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 96 3 66
12:15 2 89 3 97
12:30 1 86 3 88
12:45 3 83 9 354 1 88 10 339 19 693
01:00 1 67 0 104
01:15 0 54 3 58
01:30 1 47 0 60
01:45 1 36 3 204 0 59 3 281 6 485
02:00 1 53 1 48
02:15 0 58 2 53
02:30 1 62 0 63
02:45 0 62 2 235 1 47 4 211 6 446
03:00 0 57 0 54
03:15 0 44 1 65
03:30 0 85 0 60
03:45 0 74 0 260 2 73 3 252 3 512
04:00 0 90 2 55
04:15 0 77 0 53
04:30 3 71 1 65
04:45 3 73 6 311 2 68 5 241 11 552
05:00 5 83 5 69
05:15 0 69 5 77
05:30 4 56 10 57
05:45 4 81 13 289 34 80 54 283 67 572
06:00 2 96 11 70
06:15 9 73 11 65
06:30 7 65 9 40
06:45 17 51 35 285 26 61 57 236 92 521
07:00 15 43 32 51
07:15 19 37 37 58
07:30 29 32 33 53
07:45 36 28 99 140 39 47 141 209 240 349
08:00 38 29 33 41
08:15 33 26 47 45
08:30 40 37 52 39
08:45 34 19 145 111 51 42 183 167 328 278
09:00 30 20 53 29
09:15 31 13 46 18
09:30 31 9 42 11
09:45 28 5 120 47 55 13 196 71 316 118
10:00 53 7 43 21
10:15 32 8 39 12
10:30 44 1 34 9
10:45 36 8 165 24 51 11 167 53 332 77
11:00 57 1 39 4
11:15 57 4 36 9
11:30 102 1 49 7
11:45 79 2 295 8 70 8 194 28 489 36
Total 892 2268 892 2268 1017 2371 1017 2371 1909 4639
Combined
Total 3160 3160 3388 3388 6548
AM Peak - 11:00 - - - 08:15 - - - - -
Vol. - 295 - - - 203 - - - - -
P.H.F. 0.723 0.958
PM Peak - - 12:00 - - - 00:15 - - - -
Vol. - - 354 - - - 377 - - - -
P.H.F. 0.922 0.906

Percentag
e 28.2% 71.8% 30.0% 70.0%
ADT/AADT ADT 6,548 AADT 6,548
142

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City of Aliso Viejo
Glenwood Drive
B/ Moulton Parkway - Aliso Creek Road
24 Hour Directional Volume Count

ASV026
Site Code: 105-25819

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 9/9/2025 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 68 3 81
12:15 10 69 3 72
12:30 9 61 9 60
12:45 2 58 27 256 2 85 17 298 44 554
01:00 1 61 6 79
01:15 6 61 4 87
01:30 5 77 8 85
01:45 6 61 18 260 4 95 22 346 40 606
02:00 5 88 2 87
02:15 1 77 2 82
02:30 4 79 5 86
02:45 1 80 11 324 1 94 10 349 21 673
03:00 4 84 5 126
03:15 5 86 2 117
03:30 0 112 12 130
03:45 4 110 13 392 14 133 33 506 46 898
04:00 4 99 9 119
04:15 2 90 4 141
04:30 9 115 10 126
04:45 9 102 24 406 11 137 34 523 58 929
05:00 8 118 9 131
05:15 14 95 10 178
05:30 19 130 18 148
05:45 22 91 63 434 16 157 53 614 116 1048
06:00 28 81 23 141
06:15 23 91 39 138
06:30 50 99 42 115
06:45 60 85 161 356 58 90 162 484 323 840
07:00 65 65 56 96
07:15 85 79 68 99
07:30 133 45 77 62
07:45 133 46 416 235 114 90 315 347 731 582
08:00 100 68 92 63
08:15 118 41 119 86
08:30 117 55 109 75
08:45 100 40 435 204 101 64 421 288 856 492
09:00 59 34 110 45
09:15 78 26 82 34
09:30 81 20 58 31
09:45 50 22 268 102 73 37 323 147 591 249
10:00 69 25 67 34
10:15 64 13 52 20
10:30 62 25 64 20
10:45 59 13 254 76 65 21 248 95 502 171
11:00 67 12 59 12
11:15 58 5 77 13
11:30 59 5 83 9
11:45 67 5 251 27 91 7 310 41 561 68
Total 1941 3072 1941 3072 1948 4038 1948 4038 3889 7110 Combined
Total 5013 5013 5986 5986 10999
AM Peak - 07:30 - - - 08:15 - - - - -
Vol. - 484 - - - 439 - - - - -
P.H.F. 0.910 0.922
PM Peak - - 04:45 - - - 05:15 - - - -
Vol. - - 445 - - - 624 - - - -
P.H.F. 0.856 0.876

Percentag
e 38.7% 61.3% 32.5% 67.5%
ADT/AADT ADT 10,999 AADT 10,999
143

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Aliso Viejo City CouncilMay 27, 2026

Aliso Viejo City Council
May 27, 2026