2026 Engineering and Traffic Survey for Speed Limits Technical Report

City of Salinas PUBLIC WORKS DEPARTMENT • 200 Lincoln Ave • Salinas, California 9 3 9 0 1 (831) 758-7241 • (831) 758-7935 (Fax) •www.salinas.gov

2026
Engineering and Traffic Survey
For Speed Limits
Technical Report

PREPARED BY:

City of Salinas
Public Works Department
Traffic and Transportation Division
200 Lincoln Avenue
Salinas, CA 93901

CERTIFICATION

I, Adriana Robles, do hereby certify that this Engineering and Traffic Survey for the City of Salinas was performed under my supervision. I certify that I am experienced in performing surveys of this type and duly registered in the State of California as professional Civil Engineer.

Adriana Robles, PE, CFM
City Engineer

INTRODUCTION:

The 2026 Engineering and Traffic Surveys (E&TS) in the City of Salinas fulfills California Vehicle Code (CVC) Sections 22357 and 22358, which require local agencies to follow certain procedures established by the State of California. The E&TS are intended to serve as the basis for establishing and enforcing the speed limits for specific streets in the City. The work herein by the City Traffic and Transportation Engineering Division staff, in accordance with the California CVC Section 40802, reviews the established speed limit sections to determine whether changes in existing conditions have occurred which may require adjusting the posted speed limit.

Engineering and Traffic Surveys for speed limits are regularly conducted once every five (5) years by governing municipalities for the purpose of complying with Section 40802 of the CVC and the national Uniform Vehicle Code. E&TS may be extended to every seven (7) years if the arresting officer has completed device training and the device has been recently calibrated. E&TS may be extended every fourteen (14) years if a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or surrounding land uses have occurred as specified in the CVC. An E&TS should be conducted on new roadways or where traffic conditions have changed significantly.

The California Manual on Uniform Traffic Control Devices (CA-MUTCD), as required under CVC 21400, defines standards for posting speed limits that rely upon collecting speed data in the field to determine the 85th percentile speed, which is subsequently rounded upward or downward to the nearest 5 mile per hour increment. The CA-MUTCD allows for options to further reduce the speed limit. Additionally, local authorities are allowed to further reduce speed limits to consider the safety of vulnerable pedestrians under Assembly Bill No. 43 (AB 43). Table 1: Engineering and Traffic Survey Summary summarizes the findings and recommendations for speed limits on those segments. The results of the E&TS will be valid until 2031, see Table 1 for details, unless extended through additional criteria.

METHODOLOGY:

On January 1, 2012, CVC 21400(b) became effective requiring the California, Department of Transportation (Caltrans) to revise the CA-MUTCD so that speed limits are based on field-collected speed data. A spot speed survey that typically consists of measuring vehicle speeds with an electronic device, most commonly a radar speed detector. Traffic traveling at free-flow speeds in each direction for a two-way street is collected and compiled to create a data set. The most significant data point collected is the 85th percentile speed, which is the speed at or below which 85 percent of motor vehicles travel. The 85th percentile speed is the industry standard data point which typically represents one standard deviation above the average speed and establishes the upper limit of what is considered reasonable and prudent. The reason that speed limit areas are established and posted is to guard reasonable drivers from the unreasonable behavior of a reckless or otherwise dangerous drivers. As with other laws, speed limits are established based on the consensus of the majority of those who drive a section of roadway as to what speed is reasonable and safe.

As specified in the California MUTCD Section 2B.13, the posted speed limit “shall be established at the nearest 5 mph increment of the 85th percentile speed of free-flowing traffic.” Additionally, the MUTCD allows the posted speed limit to be lowered by no more than 5 mph from a rounded speed, using one of two options that depend on whether the 85th percentile speed has been rounded down or up. The options may be applied as follows:

1. MUTCD Section 2B.13 states, “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 22358.5.” The cited CVC Section 627 defines an E&T survey that is required to consider prevailing speeds, accident records, and conditions not readily apparent to the driver, and optionally consider residential density as well as pedestrian and bicycle safety. According to the MUTCD, this option requires documentation of an E&T Survey that “shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer.” The basis for a speed limit that is more than 5 mph lower than the 85th percentile speed is something other than prevailing speeds. In regard to conditions not readily apparent to the driver, CVC 22358 states that “physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning.”

2. MUTCD Section 2B.13 12a also states “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.” An Option 2 round-down, which became available when CVC Section 21400(b) went into effect January 1, 2012, requires no E&T Survey to post the speed limit sign. The E&T Survey is required nevertheless, however, to allow radar or similar devices to be used for enforcement.

Neither the Vehicle Code nor the MUTCD provide much specific guidance regarding accident data or pedestrian or bicycle safety. In contrast, CVC 627(c)(1) provides specific guidance on residential density. Many residential neighborhoods in Salinas meet the density threshold of 16 separate dwelling houses or business structures per quarter mile. The statute does not apply to roads within a business district.

While the California MUTCD allows two options for lowering the posted speed, it has no provision for raising the speed limit above the nearest 5-mph increment of the 85th percentile speed.

SUMMARY OF RECOMMENDATIONS:

The results of the Engineering and Traffic Survey for twelve (12) roadway sections are listed in Table 1: Engineering and Traffic Survey Summary:

ENGINEERING AND TRAFFIC SURVEYS EXPIRING 2031:

Unchanged

23) Chaparral Street between North Main Street and Natividad Road - This segment of Chaparral Street is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homes. Speed data collected on April 15, 2026, revealed the 85th percentile speed of 24 mph. The 10 mph pace ranges from 17 mph to 26 mph and suggests the 85th percentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded up, the existing posted speed limit of 25 mph should be retained.

108) Post Drive between Calle del Adobe and North Davis Road - This segment of Post Drive is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes school, commercial and retail use. Speed data collected on April 20, 2026, revealed the 85th percentile speed of 32 mph. The 10 mph pace ranges from 21 mph to 30 mph and suggests the 85th percentile speed is above this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded down, the existing posted speed limit of 30 mph should be retained.

115) Monterey Street between West Market Street and John Street - This segment of Monterey Street is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes retail and commercial use. Speed data collected on April 14, 2026, revealed the 85th percentile speed of 26 mph. The 10 mph pace ranges from 19 mph to 28 mph and suggests the 85th percentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded down, the existing posted speed limit of 25 mph should be retained.

119) Terven Avenue between South Sanborn Road and Airport Boulevard - This segment of Terven Avenue is classified as a collector in the City of Salinas General Plan. The surrounding land use includes commercial and industrial use. Speed data collected on May 4, 2026, revealed the 85th percentile speed of 32 mph. The 10 mph pace ranges from 24 mph to 33 mph and suggests the 85th percentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded down and reduced by 5 mph per MUTCD option 1, the existing posted speed limit of 25 mph should be retained.

120) Hansen Street between Airport Boulevard and Harkins Road - This segment of Hansen Street is classified as a collector street in the City of Salinas General Plan. The surrounding land use includes commercial use. Speed data collected on April 22, 2026, revealed the 85th percentile speed of 34 mph. The 10 mph pace ranges from 25 mph to 34 mph and suggests the 85th percentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded up, and reduced by 5 mph per MUTCD option 2, the existing posted speed limit of 30 mph should be retained.

125) North Davis Road between Larkin Street and Westridge Parkway - This segment of North Davis Road is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes school and retail. Speed data collected on April 17, 2026, revealed the 85th percentile speed of 39 mph. The 10 mph pace ranges from 27 mph to 36 mph and suggests the 85th percentile speed is above this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded up and reduced by 5 mph per MUTCD option 2, the existing posted speed limit of 35 mph should be retained.

126) Alisal Street between Capitol Street and Front Street - This segment of Alisal Street is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes retail and commercial. Speed data collected on April 15, 2026, revealed the 85th percentile speed of 30 mph. The 10 mph pace ranges from 24 mph to 33 mph and suggests the 85th percentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds reduced by 5 mph per MUTCD option 1, the existing posted speed limit of 25 mph should be retained.

127) Towt Street between Garner Avenue and Freedom Parkway - This segment of Towt Street is classified as a collector in the City of Salinas General Plan. The surrounding land use includes residential homes and a school. Speed data collected on April 29, 2026, revealed the 85th percentile speed of 31 mph. The 10 mph pace ranges from 24 mph to 33 mph and suggests the 85th percentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded down and reduced by 5 mph per MUTCD option 1, the existing posted speed limit of 25 mph should be retained.

Reduced

72) Towt Street between East Alisal Street and Garner Avenue - This segment of Garner Avenue is classified as a collector in the City of Salinas General Plan. The surrounding land use includes schools, parks, and backing and fronting residential homes. Speed data collected on April 16, 2026, revealed the 85th percentile speed of 32 mph. The 10 mph pace ranges from 24 mph to 33 mph and suggests the 85th percentile speed is within this range. Based on the surrounding land use, and the prevailing speeds rounded down and reduced by 5 mph per MUTCD option 1, the existing posted speed limit of 30 mph should be reduced to 25 mph.

122) John Street between Wood Street and East Alisal Street - This segment of John Street is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes schools and residential homes. Speed data collected on April 14, 2026, revealed the 85th percentile speed of 38 mph. The 10 mph pace ranges from 29 mph to 38 mph and suggests the 85th percentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, the prevailing speeds rounded up and reduced by 5 mph, and the presence of pedestrian/bicyclist infrastructure allowing for an additional 5 mph reduction under AB 43, the existing posted speed limit of 35 mph should be reduced to 30 mph.

123) Freedom Parkway between Williams Road and Sconberg Parkway - This segment of Freedom Parkway is classified as a collector in the City of Salinas General Plan. The surrounding land use includes backing residential homes, schools, and a park. Speed data collected on April 23, 2026, revealed the 85th percentile speed of 38 mph. The 10 mph pace ranges from 28 mph to 37 mph and suggests the 85th percentile speed is above this range. Based on the surrounding land use, the 10 mph pace range, the prevailing speeds rounded up and reduced by 5 mph, and the presence of pedestrian/bicyclist infrastructure allowing for an additional 5 mph reduction under AB 43, the existing posted speed limit of 35 mph should be reduced to 30 mph.

Increased

124) Sconberg Parkway between Alisal Road and Freedom Parkway - This segment of Sconberg Parkway between Alisal Road and Freedom Parkway is classified as a collector in the City of Salinas General Plan. The surrounding land use includes a school, backing residential homes, and agricultural use. Speed data collected on May 5, 2026, revealed the 85th percentile speed of 43 mph. The 10 mph pace ranges from 34 mph to 43 mph and suggests the 85th percentile speed is within this range. Based on the surrounding land use, the prevailing speeds rounded up and reduced by 5 mph, and the presence of pedestrian/bicyclist infrastructure allowing for an additional 5 mph reduction under AB 43, the existing posted speed limit of 25 mph should be increased to 35 mph.

CONCLUSIONS:

The Engineering and Traffic Surveys contained in Appendix A of this report are intended to establish and justify posted speed limits that can be enforced by radar. The posted speed limits advise the motorist and enforcement agencies of speeds considered reasonable for a particular section of highway for prevailing conditions. The posted speed limits are not absolute maximums, but rather prima facie speed limits for which violations would be cited under the Basic Speed Law (Section 22350 of the CVC). CVC 22350 states that a person shall not drive a vehicle at a speed greater than is safe, having regard for traffic, roadway, and weather conditions. A prima facie limit merely suggests a safe speed under normal conditions.

Table 1: Engineering and Traffic Survey Summary

No. Street Segment
Existing
Speed
Limit
(mph)
85th-Percentile Speed (mph) MUTCD
Applied
Reduction
Option
AB 43
Applied
Survey
Expiration Measured Rounded Recom-
mended
23 Chaparral Street North Main Street to Natividad Road 25 24 25 25 2 No 04/15/2031 72 Towt Street East Alisal Street to Garner Avenue 30 32 30 25 1 No 04/16/2031 108 Post Drive Calle del Adobe to North Davis Road 30 32 30 30 1 No 04/20/2031 115 Monterey Street West Market Street to John Street 25 26 25 25 1 No 04/14/2031 119 Terven Avenue South Sanborn Road to Airport Boulevard 25 32 30 25 1 No 05/04/2031 120 Hansen Street Airport Boulevard to Harkins Road 30 34 35 30 2 No 04/22/2031 122 John Street Wood Street to East Alisal Street 35 38 40 30 2 Yes 04/14/2031 123 Freedom Parkway Williams Road to Sconberg Parkway 35 38 40 30 2 Yes 04/23/2031 124 Sconberg Parkway Alisal Road to Freedom Parkway 25 43 45 35 2 Yes 05/05/2031 125 North Davis Road Larkin Street to Westridge Parkway 35 39 40 35 2 No 04/17/2031 126 Alisal Street Capitol Street to Front Street 25 30 30 25 1 No 04/15/2031 127 Towt Street Garner Avenue to Freedom Parkway 25 31 30 25 1 No 04/29/2026

COLLISION HISTORY

The Engineering and Traffic Survey forms summarize the available collision information for each of the street segments.

The collision information was obtained from the City of Salinas from January 1, 2024 to December 31, 2025. For this analysis, only collisions during the 2-year period between January 1, 2024 to December 31, 2025 were considered. The collisions were reviewed and only corridor related collisions, those not related to signalized intersections, were summarized for each segment. Based on the number of total collisions studied over the 2-year period and average daily traffic (ADT) counts, a collision rate was calculated for each segment. The collision rates for each segment were compared to the statewide average rate listed in the 2023 Collision Data on California State Highways, to provide a general comparison of the collision rates on the segments to expected collisions rates for similar types of roadways, shown in Table 2: Collision Rate Summary.

Lane Type Total Statewide Urban Collision Rate
(2021, 2022, 2023)
(Total per million vehicle miles)
2 and 3 lane 1.03
4+ lanes (undivided) 1.27
4+ lanes (divided) 0.97

Table 2: Collision Rate Summary

No. Street Segment Existing Facility Length
(mi) AADT
Collisions
(2 years)
(2024-2025)
Collision
Rate
(Acc./MVM)
Statewide
Collision
Rate
(Acc./MVM)
23 Chaparral Street North Main Street to Natividad Road 2 and 3 lane 1.05 1,939 3 2.02 1.03 72 Towt Street East Alisal Street to Garner Avenue 2 and 3 lane 0.96 4,764 16 4.79 1.03 108 Post Drive Calle del Adobe to North Davis Road 4+ lanes (undivided) 0.21 4,750 0 0.00 1.27 115 Monterey Street West Market Street to John Street 2 and 3 lane 0.49 10,194 5 1.37 1.03 119 Terven Avenue South Sanborn Road to Airport Boulevard 2 and 3 lane 0.39 16,633 0 0.00 1.03 120 Hansen Street Airport Boulevard to Harkins Road 4+ lanes (undivided) 0.20 17,697 2 0.77 1.27 122 John Street Wood Street to East Alisal Street 2 and 3 lane 0.97 19,138 28 2.07 1.03 123 Freedom Parkway Williams Road to Sconberg Parkway 4+ lanes (divided) 0.64 2,022 0 0.00 0.97 124 Sconberg Parkway Alisal Road to Freedom Parkway 2 and 3 lane 0.67 4,902 0 0.00 1.03 125 North Davis Road Larkin Street to Westridge Parkway 4+ lanes (divided) 0.73 27,107 8 0.55 0.97 126 Alisal Street Capitol Street to Front Street 2 and 3 lane 0.62 12,442 16 2.84 1.03 127 Towt Street Garner Avenue to Freedom Parkway 2 and 3 lane 0.82 3,653 16 7.32 1.03

APPENDIX A

ENGINEERING AND TRAFFIC SURVEYS

STOPSTOPSTOP

CITY OF SALINASTRANSPORTATION & ENGINEERINGTRAFFIC SURVEY MAP SYMBOLDistanceVertical AlignmentStreet WidthNo. Lanes and MedianTraffic Volume (Date)Accident Data (2 years)Street Segment Collision Rate= (Collisions) (1,000,000) (Years) (365) (ADT) (Length in Miles) Approximately 5,550 FeetFlatVaries (44 to 56 Feet)2-Lane Collector1,9393 Collisions (2024-2025)2.02 Acc./MVMProposed Speed Zone85th Percentile Speed25 MPH24 MPHAREACOMMENTS:

STREET:BETWEEN:SURVEY DATE:CHAPARRAL STREETNATIVIDAD RD & N MAIN ST04/15/26 (EXPIRES 2031)23 This segment of Chaparral Street is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homes.Speed data collected on April 15, 2026, revealed the 85th percentile speed of 24 mph. The 10 mph pace ranges from 17 mph to 26 mph and suggests the85th percentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded up, the existingposted speed limit of 25 mph should be retained.DESCRIPTIONCHAPARRAL ST north salinas high schoolMARYAL DR

TAPADERO STNOICE DRN MAIN ST

LINWOOD DR

TAMPICO AVETRAZADO AVEGRANADA AVEROMONA AVENATIVIDAD RDBOLERO AVE

SONORA WAY

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALKALL-WAY STOPSTOP REGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIACIVILNO. 69142ADRIANA ROBLES I:\PWTra\Radar Survey\Radar Surveys EXP 2031\Aerials\(23) Chaparral St btwn Natividad & N Main.dwg Direction: EBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 2 4.00% 4.00%
16 1 2.00% 6.00% 15 To: 24 MPH
17 3 6.00% 12.00%
18 4 8.00% 20.00%
19 6 12.00% 32.00% MPH
20 8 16.00% 48.00% MPH
21 6 12.00% 60.00% MPH
22 5 10.00% 70.00% MPH
23 7 14.00% 84.00%
24 4 8.00% 92.00%
25 2 4.00% 96.00%
26 1 2.00% 98.00%
27 0 0.00% 98.00%
28 0 0.00% 98.00%
29 0 0.00% 98.00%
30 1 2.00% 100.00%
31 0 0.00% 100.00%
32 0 0.00% 100.00%
33 0 0.00% 100.00%
34 0 0.00% 100.00%
35 0 0.00% 100.00%
36 0 0.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%
95th Percentile Speed:
50th Percentile Speed:
85th Percentile Speed:
90th Percentile Speed:

Street:

Between:

Survey Location:

Data Analysis:

Sunny

0.4 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Enrique S
02:50
Wednesday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
46 21
Vehicles in Pace:
03:40
04/15/26

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

2.9 0.1710

92.0%
25 24
Standard Deviation:

No. 23
24 20.8

8.55 Variance of the Mean:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9
Frequency
Spot Speed, MPH
Frequency Distribution
Chaparral Street Comments:

Main Street & Natividad Road
330 Chaparral Street
Direction: WBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 17 To: 26 MPH
17 2 4.00% 4.00%
18 4 8.00% 12.00%
19 6 12.00% 24.00% MPH
20 9 18.00% 42.00% MPH
21 6 12.00% 54.00% MPH
22 8 16.00% 70.00% MPH
23 4 8.00% 78.00%
24 5 10.00% 88.00%
25 4 8.00% 96.00%
26 1 2.00% 98.00%
27 0 0.00% 98.00%
28 0 0.00% 98.00%
29 0 0.00% 98.00%
30 1 2.00% 100.00%
31 0 0.00% 100.00%
32 0 0.00% 100.00%
33 0 0.00% 100.00%
34 0 0.00% 100.00%
35 0 0.00% 100.00%
36 0 0.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%
85th Percentile Speed: 24
90th Percentile Speed: 25
Vehicles in Pace: 49
50th Percentile Speed: 21
95th Percentile Speed: 25
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 98.0%
Standard Deviation: 2.6
Variance of the Mean: 0.1356
Data Analysis:

Time Mean Speed: 21.4
Sample Variance: 6.78
No. 23
Weather: Sunny
Observer(s): Enrique S
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9
10Frequency
Spot Speed, MPH
Frequency Distribution
Chaparral Street
Between: Main Street & Natividad Road
Survey Location: 330 Chaparral Street
Speed Limit:

Date: 04/15/26 Wednesday
2:50 3 :40
Direction: EBD/WBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 2 2.00% 2.00%
16 1 1.00% 3.00% 17 To: 26 MPH
17 5 5.00% 8.00%
18 8 8.00% 16.00%
19 12 12.00% 28.00% MPH
20 17 17.00% 45.00% MPH
21 12 12.00% 57.00% MPH
22 13 13.00% 70.00% MPH
23 11 11.00% 81.00%
24 9 9.00% 90.00%
25 6 6.00% 96.00%
26 2 2.00% 98.00%
27 0 0.00% 98.00%
28 0 0.00% 98.00%
29 0 0.00% 98.00%
30 2 2.00% 100.00%
31 0 0.00% 100.00%
32 0 0.00% 100.00%
33 0 0.00% 100.00%
34 0 0.00% 100.00%
35 0 0.00% 100.00%
36 0 0.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed: 25
85th Percentile Speed: 24
90th Percentile Speed: 24
Vehicles in Pace: 95
50th Percentile Speed: 21
Standard Error of the Mean: 0.3
10 MPH Pace:

Percent in Pace: 95.0%
Standard Deviation: 2.8
Variance of the Mean: 0.0766
Data Analysis:

Time Mean Speed: 21.1
Sample Variance: 7.66

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, MPH
Frequency Distribution
Weather: Sunny
Observer(s): Enrique S
Chaparral StreetStreet: Comments:

Between: Main Street & Natividad Road No. 23
Survey Location: 330 Chaparral Street
Speed Limit:

Date: 04/15/26 Wednesday
2:50 3 :40

E ALISAL STEL SAUSALMIDDLE SCHOOL

CLOSTER PARK

E MARKET ST

E LAUREL DR

GARNER AVE
1ST AVE2ND AVE

MYRTLE STKENTUCKY AVE

OREGON ST

FAIRHAVEN ST

ALMA AVE

ACOSTA ST

FREEMONTELEMENTARYSCHOOL

DEWEY AVE

GRANDHAVEN STBELLEHAVEN ST

COOPER AVE
STOP

CITY OF SALINASTRANSPORTATION & ENGINEERINGTRAFFIC SURVEY MAP SYMBOLDistanceVertical AlignmentStreet WidthNo. Lanes and MedianTraffic Volume (Date)Accident Data (2 years)Street Segment Collision Rate= (Collisions) (1,000,000) (Years) (365) (ADT) (Length in Miles) Approximately 5,100 FeetFlatVaries (36 to 54 Feet)2-Lane Collector4,76416 Collisions (2024-2025)4.79 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH32 MPH
AREACOMMENTS:

STREET:BETWEEN:SURVEY DATE:TOWT STREETE ALISAL ST & GARNER AVE04/16/2026 (EXPIRES 2031) 72 This segment of Garner Avenue is classified as a collector in the City of Salinas General Plan. The surrounding land use includes schools, parks, and backingand fronting residential homes. Speed data collected on April 16, 2026, revealed the 85th percentile speed of 32 mph. The 10 mph pace ranges from 24 mphto 33 mph and suggests the 85th percentile speed is within this range. Based on the surrounding land use, and the prevailing speeds rounded down andreduced by 5 mph per MUTCD option 1, the existing posted speed limit of 30 mph should be reduced to 25 mph.DESCRIPTION

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
I:\PWTra\Radar Survey\Radar Surveys EXP 2031\Aerials\(72) Towt St btwn Alisal & Garner.dwg Direction: EBD
30 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 22 To: 31 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 4 8.00% 8.00% MPH
23 2 4.00% 12.00%
24 2 4.00% 16.00%
25 3 6.00% 22.00%
26 8 16.00% 38.00%
27 4 8.00% 46.00%
28 4 8.00% 54.00%
29 6 12.00% 66.00%
30 5 10.00% 76.00%
31 2 4.00% 80.00%
32 4 8.00% 88.00%
33 2 4.00% 92.00%
34 1 2.00% 94.00%
35 1 2.00% 96.00%
36 2 4.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.7 0.2690

80.0%
35 32
Standard Deviation:

No. 72
33 28.1

13.45 Variance of the Mean:

Speed Limit:

Date:

CITY OF SALINAS
40 28
Vehicles in Pace:
02:20
04/16/26
Street:

Between:

Survey Location:

Data Analysis:

Clear

0.5 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Allen
Comments:Towt Street
01:30
Thursday
Standard Error of the Mean:

Percent in Pace:
95th Percentile Speed:
50th Percentile Speed:
85th Percentile Speed:
90th Percentile Speed:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9
Frequency
Spot Speed, MPH
Frequency Distribution
East Alisal Street & Garner Avenue
424 Towt Street
Direction: WBD
30 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 1 2.00% 2.00% 24 To: 33 MPH
17 0 0.00% 2.00%
18 1 2.00% 4.00%
19 0 0.00% 4.00% MPH
20 1 2.00% 6.00% MPH
21 1 2.00% 8.00% MPH
22 2 4.00% 12.00% MPH
23 1 2.00% 14.00%
24 4 8.00% 22.00%
25 1 2.00% 24.00%
26 5 10.00% 34.00%
27 7 14.00% 48.00%
28 5 10.00% 58.00%
29 6 12.00% 70.00%
30 2 4.00% 74.00%
31 1 2.00% 76.00%
32 5 10.00% 86.00%
33 2 4.00% 90.00%
34 2 4.00% 94.00%
35 1 2.00% 96.00%
36 0 0.00% 96.00%
37 0 0.00% 96.00%
38 1 2.00% 98.00%
39 0 0.00% 98.00%
40 1 2.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Towt StreetStreet: Comments:

Weather: Clear
Observer(s): Allen
Data Analysis:

Time Mean Speed: 27.9
Sample Variance: 21.86
No. 72
Standard Error of the Mean: 0.7
10 MPH Pace:

Percent in Pace: 76.0%
Standard Deviation: 4.7
Variance of the Mean: 0.4372
85th Percentile Speed: 32
90th Percentile Speed: 33
Vehicles in Pace: 38
50th Percentile Speed: 28
95th Percentile Speed: 35
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 Frequency
Spot Speed, MPH
Frequency Distribution
Between: East Alisal Street & Garner Avenue
Survey Location: 424 Towt Street
Speed Limit:

Date: 04/16/26 Thursday
1:30 2 :20
Direction: EBD/WBD
30 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 1 1.00% 1.00% 24 To: 33 MPH
17 0 0.00% 1.00%
18 1 1.00% 2.00%
19 0 0.00% 2.00% MPH
20 1 1.00% 3.00% MPH
21 1 1.00% 4.00% MPH
22 6 6.00% 10.00% MPH
23 3 3.00% 13.00%
24 6 6.00% 19.00%
25 4 4.00% 23.00%
26 13 13.00% 36.00%
27 11 11.00% 47.00%
28 9 9.00% 56.00%
29 12 12.00% 68.00%
30 7 7.00% 75.00%
31 3 3.00% 78.00%
32 9 9.00% 87.00%
33 4 4.00% 91.00%
34 3 3.00% 94.00%
35 2 2.00% 96.00%
36 2 2.00% 98.00%
37 0 0.00% 98.00%
38 1 1.00% 99.00%
39 0 0.00% 99.00%
40 1 1.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
Observer(s): Allen

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Data Analysis:

Time Mean Speed: 28.0
Sample Variance: 17.49
Weather: Clear
95th Percentile Speed: 35
Towt Street
85th Percentile Speed: 32
90th Percentile Speed: 33
Vehicles in Pace: 78
50th Percentile Speed: 28
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 78.0%
Standard Deviation: 4.2
Variance of the Mean: 0.1749
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, MPH
Frequency Distribution
No. 72
Survey Location: 424 Towt Street
Speed Limit:

Street: Comments:

Between: East Alisal Street & Garner Avenue
Date: 04/16/26 Thursday
1:30 2 :20

CITY OF SALINASTRANSPORTATION & ENGINEERINGTRAFFIC SURVEY MAP SYMBOLDistanceVertical AlignmentStreet WidthNo. Lanes and MedianTraffic Volume (Date)Accident Data (2 years)Street Segment Collision Rate= (Collisions) (1,000,000) (Years) (365) (ADT) (Length in Miles) Approximately 1,100 FeetFlat56 Feet4-Lane Major Arterial4,7500 Collisions (2025-2026)0.00 Acc./MVM Proposed Speed Zone85th Percentile Speed30 MPH32 MPH
AREACOMMENTS:

STREET:BETWEEN:SURVEY DATE:POST DRIVEN DAVIS RD & CALLE DEL ADOBE04/20/2026 (EXPIRES 2031)108 This segment of Post Drive is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes school, commercial and retailuse. Speed data collected on April 20, 2026, revealed the 85th percentile speed of 32 mph. The 10 mph pace ranges from 21 mph to 30 mph and suggeststhe 85th percentile speed is above this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded down, theexisting posted speed limit of 30 mph should be retained.DESCRIPTIONPOST DR

CALLE DEL ADOBE

N DAVIS RD

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
I:\PWTra\Radar Survey\Radar Surveys EXP 2031\Aerials\(108) Post Dr btwn N Davis & Calle Del Adobe.dwg Direction: SBD
30 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 1 2.00% 2.00% 23 To: 32 MPH
17 0 0.00% 2.00%
18 0 0.00% 2.00%
19 0 0.00% 2.00% MPH
20 1 2.00% 4.00% MPH
21 1 2.00% 6.00% MPH
22 1 2.00% 8.00% MPH
23 2 4.00% 12.00%
24 4 8.00% 20.00%
25 6 12.00% 32.00%
26 4 8.00% 40.00%
27 3 6.00% 46.00%
28 8 16.00% 62.00%
29 6 12.00% 74.00%
30 4 8.00% 82.00%
31 0 0.00% 82.00%
32 3 6.00% 88.00%
33 0 0.00% 88.00%
34 2 4.00% 92.00%
35 1 2.00% 94.00%
36 0 0.00% 94.00%
37 2 4.00% 98.00%
38 0 0.00% 98.00%
39 0 0.00% 98.00%
40 0 0.00% 98.00%
41 1 2.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%
95th Percentile Speed:
50th Percentile Speed:
85th Percentile Speed:
90th Percentile Speed:

Street:

Between:

Survey Location:

Data Analysis:

Clear

0.6 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Christopher
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
40 28
Vehicles in Pace:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

4.5 0.4078

80.0%
37 32
Standard Deviation:

No. 108
34 27.8

20.39 Variance of the Mean:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9
Frequency
Spot Speed, MPH
Frequency Distribution
Post Drive Comments:

Calle De Adobe & N Davis Road
1019 Post Drive
Monday
1:27
04/20/26
2:17
Direction: NBD
30 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 1 2.00% 2.00% 22 To: 31 MPH
17 1 2.00% 4.00%
18 2 4.00% 8.00%
19 3 6.00% 14.00% MPH
20 1 2.00% 16.00% MPH
21 0 0.00% 16.00% MPH
22 4 8.00% 24.00% MPH
23 3 6.00% 30.00%
24 6 12.00% 42.00%
25 6 12.00% 54.00%
26 3 6.00% 60.00%
27 3 6.00% 66.00%
28 2 4.00% 70.00%
29 4 8.00% 78.00%
30 1 2.00% 80.00%
31 1 2.00% 82.00%
32 2 4.00% 86.00%
33 1 2.00% 88.00%
34 1 2.00% 90.00%
35 0 0.00% 90.00%
36 1 2.00% 92.00%
37 1 2.00% 94.00%
38 0 0.00% 94.00%
39 0 0.00% 94.00%
40 0 0.00% 94.00%
41 1 2.00% 96.00%
42 0 0.00% 96.00%
43 0 0.00% 96.00%
44 1 2.00% 98.00%
45 0 0.00% 98.00%
46 1 2.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%
85th Percentile Speed: 32
90th Percentile Speed: 34
Vehicles in Pace: 33
50th Percentile Speed: 25
95th Percentile Speed: 41
Standard Error of the Mean: 0.9
10 MPH Pace:

Percent in Pace: 66.0%
Standard Deviation: 6.5
Variance of the Mean: 0.8344
Data Analysis:

Time Mean Speed: 26.5
Sample Variance: 41.72
No. 108
Weather: Clear
Observer(s): Christopher
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
Frequency
Spot Speed, MPH
Frequency Distribution
Post Drive
Between: Calle De Adobe & N Davis Road
Survey Location: 1019 Post Drive
Speed Limit:

Date: 04/20/26 Monday
1:27 2 :17
Direction: SBD/NBD
30 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 2 2.00% 2.00% 21 To: 30 MPH
17 1 1.00% 3.00%
18 2 2.00% 5.00%
19 3 3.00% 8.00% MPH
20 2 2.00% 10.00% MPH
21 1 1.00% 11.00% MPH
22 5 5.00% 16.00% MPH
23 5 5.00% 21.00%
24 10 10.00% 31.00%
25 12 12.00% 43.00%
26 7 7.00% 50.00%
27 6 6.00% 56.00%
28 10 10.00% 66.00%
29 10 10.00% 76.00%
30 5 5.00% 81.00%
31 1 1.00% 82.00%
32 5 5.00% 87.00%
33 1 1.00% 88.00%
34 3 3.00% 91.00%
35 1 1.00% 92.00%
36 1 1.00% 93.00%
37 3 3.00% 96.00%
38 0 0.00% 96.00%
39 0 0.00% 96.00%
40 0 0.00% 96.00%
41 2 2.00% 98.00%
42 0 0.00% 98.00%
43 0 0.00% 98.00%
44 1 1.00% 99.00%
45 0 0.00% 99.00%
46 1 1.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed: 37
85th Percentile Speed: 32
90th Percentile Speed: 34
Vehicles in Pace: 71
50th Percentile Speed: 26
Standard Error of the Mean: 0.6
10 MPH Pace:

Percent in Pace: 71.0%
Standard Deviation: 5.6
Variance of the Mean: 0.3116
Data Analysis:

Time Mean Speed: 27.1
Sample Variance: 31.16
Weather: Clear
Observer(s): Christopher

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, MPH
Frequency Distribution
Survey Location: 1019 Post Drive
Speed Limit:

Post Drive
No. 108
Street: Comments:

Between: Calle De Adobe & N Davis Road
Date: 04/20/26 Monday
1:27 2 :17

E SAN LUIS ST

E GABILAN ST

W MARKET ST

E ALISAL STMONTEREY ST

JOHN ST

CITY OF SALINASTRANSPORTATION & ENGINEERINGTRAFFIC SURVEY MAP SYMBOLDistanceVertical AlignmentStreet WidthNo. Lanes and MedianTraffic Volume (Date)Accident Data (2 years)Street Segment Collision Rate= (Collisions) (1,000,000) (Years) (365) (ADT) (Length in Miles) Approximately 2,600 FeetFlat47 Feet3-Lane Major Arterial10,1945 Collisions (2024-2025)1.37 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH26 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:MONTEREY STREETW MARKET ST & JOHN ST08/11/21 (EXPIRES IN 2026)115 This segment of Monterey Street is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes retail and commercialuse. Speed data collected on April 14, 2026, revealed the 85th percentile speed of 26 mph. The 10 mph pace ranges from 19 mph to 28 mph and suggeststhe 85th percentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded down, theexisting posted speed limit of 25 mph should be retained.DESCRIPTION I:\PWTra\Radar Survey\Radar Surveys EXP 2031\Aerials\(115) Monterey St btwn W Market & John.dwg

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
Direction: NBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 19 To: 28 MPH
17 0 0.00% 0.00%
18 2 2.00% 2.00%
19 4 4.00% 6.00% MPH
20 7 7.00% 13.00% MPH
21 10 10.00% 23.00% MPH
22 16 16.00% 39.00% MPH
23 16 16.00% 55.00%
24 16 16.00% 71.00%
25 10 10.00% 81.00%
26 8 8.00% 89.00%
27 3 3.00% 92.00%
28 4 4.00% 96.00%
29 3 3.00% 99.00%
30 1 1.00% 100.00%
31 0 0.00% 100.00%
32 0 0.00% 100.00%
33 0 0.00% 100.00%
34 0 0.00% 100.00%
35 0 0.00% 100.00%
36 0 0.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed:
50th Percentile Speed:
85th Percentile Speed:
90th Percentile Speed:

Street:

Between:

Survey Location:

Data Analysis:

Sunny

0.3 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Rodolfo C
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
94 23
Vehicles in Pace:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

2.6 0.0661

94.0%
28 26
Standard Deviation:

No. 115
27 23.3

6.61 Variance of the Mean:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, MPH
Frequency Distribution
Monterey Street Comments:

W Market Street & John Street
345 Monterey Street
Tuesday
1:28
04/14/26
2:00
Direction: SBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 #DIV/0! #DIV/0!
11 0 #DIV/0! #DIV/0! MPH
12 0 #DIV/0! #DIV/0!
13 0 #DIV/0! #DIV/0!
14 0 #DIV/0! #DIV/0!
15 0 #DIV/0! #DIV/0!
16 0 #DIV/0! #DIV/0! #DIV/0! To: #DIV/0! MPH
17 0 #DIV/0! #DIV/0!
18 0 #DIV/0! #DIV/0!
19 0 #DIV/0! #DIV/0! MPH
20 0 #DIV/0! #DIV/0! MPH
21 0 #DIV/0! #DIV/0! MPH
22 0 #DIV/0! #DIV/0! MPH
23 0 #DIV/0! #DIV/0!
24 0 #DIV/0! #DIV/0!
25 0 #DIV/0! #DIV/0!
26 0 #DIV/0! #DIV/0!
27 0 #DIV/0! #DIV/0!
28 0 #DIV/0! #DIV/0!
29 0 #DIV/0! #DIV/0!
30 0 #DIV/0! #DIV/0!
31 0 #DIV/0! #DIV/0!
32 0 #DIV/0! #DIV/0!
33 0 #DIV/0! #DIV/0!
34 0 #DIV/0! #DIV/0!
35 0 #DIV/0! #DIV/0!
36 0 #DIV/0! #DIV/0!
37 0 #DIV/0! #DIV/0!
38 0 #DIV/0! #DIV/0!
39 0 #DIV/0! #DIV/0!
40 0 #DIV/0! #DIV/0!
41 0 #DIV/0! #DIV/0!
42 0 #DIV/0! #DIV/0!
43 0 #DIV/0! #DIV/0!
44 0 #DIV/0! #DIV/0!
45 0 #DIV/0! #DIV/0!
46 0 #DIV/0! #DIV/0!
47 0 #DIV/0! #DIV/0!
48 0 #DIV/0! #DIV/0!
49 0 #DIV/0! #DIV/0!
50 0 #DIV/0! #DIV/0!
51 0 #DIV/0! #DIV/0!
52 0 #DIV/0! #DIV/0!
53 0 #DIV/0! #DIV/0!
54 0 #DIV/0! #DIV/0!
Totals: 0 #DIV/0!
85th Percentile Speed: #N/A
90th Percentile Speed: #N/A
Vehicles in Pace: #DIV/0!
50th Percentile Speed: #N/A
95th Percentile Speed: #N/A
Standard Error of the Mean: #DIV/0!
10 MPH Pace:

Percent in Pace: #DIV/0!
Standard Deviation: #DIV/0!
Variance of the Mean: #DIV/0!
Data Analysis:

Time Mean Speed: #DIV/0!
Sample Variance: #DIV/0!
Weather: Sunny
Observer(s): Rodolfo C
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 0
0 0
0 1
1 1
1 1
1 Frequency
Spot Speed, MPH
Frequency Distribution
1:28 2 :00
Monterey Street
Between: W Market Street & John Street
Survey Location: 345 Monterey Street
Speed Limit:

Date: 04/14/26 Tuesday
No. 115, No vehicles counted
southbound
Direction: NBD/SBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 19 To: 28 MPH
17 0 0.00% 0.00%
18 2 2.00% 2.00%
19 4 4.00% 6.00% MPH
20 7 7.00% 13.00% MPH
21 10 10.00% 23.00% MPH
22 16 16.00% 39.00% MPH
23 16 16.00% 55.00%
24 16 16.00% 71.00%
25 10 10.00% 81.00%
26 8 8.00% 89.00%
27 3 3.00% 92.00%
28 4 4.00% 96.00%
29 3 3.00% 99.00%
30 1 1.00% 100.00%
31 0 0.00% 100.00%
32 0 0.00% 100.00%
33 0 0.00% 100.00%
34 0 0.00% 100.00%
35 0 0.00% 100.00%
36 0 0.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed: 28
85th Percentile Speed: 26
90th Percentile Speed: 27
Vehicles in Pace: 94
50th Percentile Speed: 23
Standard Error of the Mean: 0.3
10 MPH Pace:

Percent in Pace: 94.0%
Standard Deviation: 2.6
Variance of the Mean: 0.0661
Data Analysis:

Time Mean Speed: 23.3
Sample Variance: 6.61
Weather: Sunny
Observer(s): Rodolfo C

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

Between: W Market Street & John Street No.115
Survey Location: 345 Monterey Street
Speed Limit:

Date: 04/14/26 Tuesday
1:28 2 :00

CITY OF SALINASTRANSPORTATION & ENGINEERINGTRAFFIC SURVEY MAP SYMBOLDistanceVertical AlignmentStreet WidthNo. Lanes and MedianTraffic Volume (Date)Accident Data (2 years)Street Segment Collision Rate= (Collisions) (1,000,000) (Years) (365) (ADT) (Length in Miles) Approximately 2,100 FeetFlat42 Feet2-Lane Collector16,6330 Collisions (2024-2025)0.00 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH32 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:TERVEN AVENUEN SANBORN RD & AIRPORT BLVD05/04/26 (EXPIRES IN 2031)119 This segment of Terven Avenue is classified as a collector in the City of Salinas General Plan. The surrounding land use includes commercial and industrial use.Speed data collected on May 4, 2026, revealed the 85th percentile speed of 32 mph. The 10 mph pace ranges from 24 mph to 33 mph and suggests the85th percentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded down andreduced by 5 mph per MUTCD option 1, the existing posted speed limit of 25 mph should be retained.DESCRIPTION

TERVEN AVEVERTIN AVE

N SANBORN RD
HWY 101AIRPORT BLVD
I:\PWTra\Radar Survey\Radar Surveys EXP 2031\Aerials\(119) Terven Ave btwn Sanborn & Airport.dwg

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
Direction: EBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 23 To: 32 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 1 2.00% 2.00% MPH
23 1 2.00% 4.00%
24 5 10.00% 14.00%
25 2 4.00% 18.00%
26 6 12.00% 30.00%
27 4 8.00% 38.00%
28 3 6.00% 44.00%
29 7 14.00% 58.00%
30 1 2.00% 60.00%
31 5 10.00% 70.00%
32 9 18.00% 88.00%
33 1 2.00% 90.00%
34 1 2.00% 92.00%
35 1 2.00% 94.00%
36 0 0.00% 94.00%
37 2 4.00% 98.00%
38 1 2.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.8 0.2868

86.0%
37 32
Standard Deviation:

No. 119
33 29.1

14.34 Variance of the Mean:

Speed Limit:

Date:

CITY OF SALINAS
43 29
Vehicles in Pace:
02:15
05/04/26
Street:

Between:

Survey Location:

Data Analysis:

Clear

0.5 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Rodolfo and Allen
01:36
Monday
Standard Error of the Mean:

Percent in Pace:
95th Percentile Speed:
50th Percentile Speed:
85th Percentile Speed:
90th Percentile Speed:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9
10Frequency
Spot Speed, MPH
Frequency Distribution
Terven Avenue Comments:

Sanborn Road & Airport Boulevard
1061 Terven Avenue
Direction: WBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 24 To: 33 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 2 4.00% 4.00% MPH
21 0 0.00% 4.00% MPH
22 2 4.00% 8.00% MPH
23 2 4.00% 12.00%
24 1 2.00% 14.00%
25 3 6.00% 20.00%
26 5 10.00% 30.00%
27 5 10.00% 40.00%
28 6 12.00% 52.00%
29 6 12.00% 64.00%
30 6 12.00% 76.00%
31 2 4.00% 80.00%
32 4 8.00% 88.00%
33 3 6.00% 94.00%
34 0 0.00% 94.00%
35 2 4.00% 98.00%
36 1 2.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Weather: Clear
Observer(s): Rodolfo and Allen
Data Analysis:

Time Mean Speed: 28.2
Sample Variance: 13.56
No. 119
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 82.0%
Standard Deviation: 3.7
Variance of the Mean: 0.2712
85th Percentile Speed: 32
90th Percentile Speed: 33
Vehicles in Pace: 41
50th Percentile Speed: 28
95th Percentile Speed: 35
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
Frequency
Spot Speed, MPH
Frequency Distribution
Street: Terven Avenue Comments:

Between: Sanborn Road & Airport Boulevard
Survey Location: 1061 Terven Avenue
Speed Limit:

Date: 05/04/26 Monday
1:36 2 :15
Direction: EBD/WBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 24 To: 33 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 2 2.00% 2.00% MPH
21 0 0.00% 2.00% MPH
22 3 3.00% 5.00% MPH
23 3 3.00% 8.00%
24 6 6.00% 14.00%
25 5 5.00% 19.00%
26 11 11.00% 30.00%
27 9 9.00% 39.00%
28 9 9.00% 48.00%
29 13 13.00% 61.00%
30 7 7.00% 68.00%
31 7 7.00% 75.00%
32 13 13.00% 88.00%
33 4 4.00% 92.00%
34 1 1.00% 93.00%
35 3 3.00% 96.00%
36 1 1.00% 97.00%
37 2 2.00% 99.00%
38 1 1.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
Observer(s): Rodolfo and Allen

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Data Analysis:

Time Mean Speed: 28.6
Sample Variance: 13.99
Weather: Clear
95th Percentile Speed: 35
85th Percentile Speed: 32
90th Percentile Speed: 33
Vehicles in Pace: 84
50th Percentile Speed: 29
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 84.0%
Standard Deviation: 3.7
Variance of the Mean: 0.1399
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, MPH
Frequency Distribution
Terven AvenueStreet: Comments:

Between: Sanborn Road & Airport Boulevard No. 119
Survey Location: 1061 Terven Avenue
Speed Limit:

Date: 05/04/26 Monday
1:36 2 :15

CITY OF SALINASTRANSPORTATION & ENGINEERINGTRAFFIC SURVEY MAP SYMBOLDistanceVertical AlignmentStreet WidthNo. Lanes and MedianTraffic Volume (Date)Accident Data (2 years)Street Segment Collision Rate= (Collisions) (1,000,000) (Years) (365) (ADT) (Length in Miles) Approximately 1,050 FeetFlat62 Feet4-Lane Collector17,6972 Collisions (2024-2025)0.77 Acc./MVM Proposed Speed Zone85th Percentile Speed30 MPH34 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:HANSEN STREETAIRPORT BLVD & HARKINS RD04/22/2031 (EXPIRES 2031)120 This segment of Hansen Street is classified as a collector street in the City of Salinas General Plan. The surrounding land use includes commercial use. Speeddata collected on April 22, 2026, revealed the 85th percentile speed of 34 mph. The 10 mph pace ranges from 25 mph to 34 mph and suggests the 85thpercentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded up, and reduced by 5mph per MUTCD option 2, the existing posted speed limit of 30 mph should be retained.DESCRIPTION

HANSEN ST

AIRPORT BLVD

HARKINS RD

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
I:\PWTra\Radar Survey\Radar Surveys EXP 2031\Aerials\(120) Hansen St btwn Airport & Harkins.dwg Direction: EBD
30 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 28 To: 37 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 0 0.00% 0.00% MPH
23 0 0.00% 0.00%
24 0 0.00% 0.00%
25 3 6.00% 6.00%
26 0 0.00% 6.00%
27 4 8.00% 14.00%
28 3 6.00% 20.00%
29 1 2.00% 22.00%
30 5 10.00% 32.00%
31 8 16.00% 48.00%
32 2 4.00% 52.00%
33 2 4.00% 56.00%
34 9 18.00% 74.00%
35 5 10.00% 84.00%
36 1 2.00% 86.00%
37 5 10.00% 96.00%
38 0 0.00% 96.00%
39 2 4.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%
95th Percentile Speed:
50th Percentile Speed:
85th Percentile Speed:
90th Percentile Speed:

Street:

Between:

Survey Location:

Data Analysis:

Sunny

0.5 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Eva & Rodolfo
Comments:Hansen Street
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
41 32
Vehicles in Pace:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.7 0.2668

82.0%
37 36
Standard Deviation:

No. 120
37 32.1

13.34 Variance of the Mean:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9
10Frequency
Spot Speed, MPH
Frequency Distribution
Wednesday
2:41
04/22/26
3:10
Airport Boulevard & Harkins Road
1250 Hansen Street
Direction: WBD
30 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 23 To: 32 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 0 0.00% 0.00% MPH
23 5 10.00% 10.00%
24 0 0.00% 10.00%
25 7 14.00% 24.00%
26 5 10.00% 34.00%
27 2 4.00% 38.00%
28 5 10.00% 48.00%
29 7 14.00% 62.00%
30 9 18.00% 80.00%
31 3 6.00% 86.00%
32 3 6.00% 92.00%
33 1 2.00% 94.00%
34 3 6.00% 100.00%
35 0 0.00% 100.00%
36 0 0.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%
85th Percentile Speed: 31
90th Percentile Speed: 32
Vehicles in Pace: 46
50th Percentile Speed: 29
95th Percentile Speed: 34
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 92.0%
Standard Deviation: 3.1
Variance of the Mean: 0.1872
Data Analysis:

Time Mean Speed: 28.2
Sample Variance: 9.36
No. 120
Weather: Sunny
Observer(s): Eva & Rodolfo
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9
10Frequency
Spot Speed, MPH
Frequency Distribution
Hansen Street
Between: Airport Boulevard & Harkins Road
Survey Location: 1250 Hansen Street
Speed Limit:

Date: 04/22/26 Wednesday
2:41 3 :10
Direction: EBD/WBD
30 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 25 To: 34 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 0 0.00% 0.00% MPH
23 5 5.00% 5.00%
24 0 0.00% 5.00%
25 10 10.00% 15.00%
26 5 5.00% 20.00%
27 6 6.00% 26.00%
28 8 8.00% 34.00%
29 8 8.00% 42.00%
30 14 14.00% 56.00%
31 11 11.00% 67.00%
32 5 5.00% 72.00%
33 3 3.00% 75.00%
34 12 12.00% 87.00%
35 5 5.00% 92.00%
36 1 1.00% 93.00%
37 5 5.00% 98.00%
38 0 0.00% 98.00%
39 2 2.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed: 37
Hansen Street
85th Percentile Speed: 34
90th Percentile Speed: 35
Vehicles in Pace: 82
50th Percentile Speed: 30
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 82.0%
Standard Deviation: 3.9
Variance of the Mean: 0.1500
Data Analysis:

Time Mean Speed: 30.2
Sample Variance: 15.00
Weather: Sunny
Observer(s): Eva & Rodolfo

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, MPH
Frequency Distribution
Street: Comments:

Between: Airport Boulevard & Harkins Road No. 120
Survey Location: 1250 Hansen Street
Speed Limit:

Date: 04/22/26 Wednesday
2:41 3 :10

STOP

CITY OF SALINASTRANSPORTATION & ENGINEERINGTRAFFIC SURVEY MAP SYMBOLDistanceVertical AlignmentStreet WidthNo. Lanes and MedianTraffic Volume (Date)Accident Data (2 years)Street Segment Collision Rate= (Collisions) (1,000,000) (Years) (365) (ADT) (Length in Miles) Approximately 5,150 FeetFlatVaries (60 to 84 Feet)2-Lane Major Arterial19,13828 Collisions (2024-2025)2.07 Acc./MVM Proposed Speed Zone85th Percentile Speed30 MPH38 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:JOHN STREETWOOD ST & E ALISAL ST04/14/26 (EXPIRES IN 2031)122 This segment of John Street is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes schools and residential homes.Speed data collected on April 14, 2026, revealed the 85th percentile speed of 38 mph. The 10 mph pace ranges from 29 mph to 38 mph and suggests the85th percentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, the prevailing speeds rounded up and reduced by 5mph, and the presence of pedestrian/bicyclist infrastructure allowing for an additional 5 mph reduction under AB 43, the existing posted speed limit of 35mph should be reduced to 30 mph.DESCRIPTIONS HEBBRON AVE US HWY 101WOOD ST

S FILICE ST

JOHN ST

S SANBORN RD

E ALISAL ST

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
I:\PWTra\Radar Survey\Radar Surveys EXP 2031\Aerials\(122) John St btwn Wood & E Alisal.dwg

MAGNOLIA DRSHASTA WYMARIGOLD WY
TULIP CIR25 MPHSCHOOL ZONE
25 MPHSCHOOL ZONE

MCGOWAN DR
Direction: WBD
Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 29 To: 38 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 0 0.00% 0.00% MPH
23 0 0.00% 0.00%
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00%
28 1 2.00% 2.00%
29 2 4.00% 6.00%
30 2 4.00% 10.00%
31 4 8.00% 18.00%
32 3 6.00% 24.00%
33 4 8.00% 32.00%
34 5 10.00% 42.00%
35 8 16.00% 58.00%
36 6 12.00% 70.00%
37 5 10.00% 80.00%
38 4 8.00% 88.00%
39 1 2.00% 90.00%
40 2 4.00% 94.00%
41 2 4.00% 98.00%
42 0 0.00% 98.00%
43 1 2.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%
95th Percentile Speed:
50th Percentile Speed:
85th Percentile Speed:
90th Percentile Speed:

Street:

Between:

Survey Location:

Data Analysis:

Sunny

0.5 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Joaquin R
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
43 35
Vehicles in Pace:
04/14/26

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.3 0.2230

86.0%
41 38
Standard Deviation:

No. 122
39 34.9

11.15 Variance of the Mean:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9
Frequency
Spot Speed, MPH
Frequency Distribution
35 MPH
Day: Tuesday
3:07 3:34
John Street Comments:

Wood Street & E Alisal Street
1077 John Street
Direction: EBD
35 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 28 To: 37 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 0 0.00% 0.00% MPH
23 0 0.00% 0.00%
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 1 2.00% 2.00%
27 1 2.00% 4.00%
28 2 4.00% 8.00%
29 2 4.00% 12.00%
30 3 6.00% 18.00%
31 5 10.00% 28.00%
32 6 12.00% 40.00%
33 7 14.00% 54.00%
34 4 8.00% 62.00%
35 3 6.00% 68.00%
36 6 12.00% 80.00%
37 4 8.00% 88.00%
38 1 2.00% 90.00%
39 2 4.00% 94.00%
40 2 4.00% 98.00%
41 0 0.00% 98.00%
42 0 0.00% 98.00%
43 0 0.00% 98.00%
44 0 0.00% 98.00%
45 0 0.00% 98.00%
46 0 0.00% 98.00%
47 0 0.00% 98.00%
48 0 0.00% 98.00%
49 0 0.00% 98.00%
50 0 0.00% 98.00%
51 1 2.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%
85th Percentile Speed: 37
90th Percentile Speed: 38
Vehicles in Pace: 42
50th Percentile Speed: 33
95th Percentile Speed: 40
Standard Error of the Mean: 0.6
10 MPH Pace:

Percent in Pace: 84.0%
Standard Deviation: 4.2
Variance of the Mean: 0.3452
Data Analysis:

Time Mean Speed: 33.7
Sample Variance: 17.26
No. 122
Weather: Sunny
Observer(s): Joaquin R

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 Frequency
Spot Speed, MPH
Frequency Distribution
Street: Comments:John Street
Between: Wood Street & E Alisal Street
Survey Location: 1077 John Street
Speed Limit:

Date: 04/14/26 Tuesday
3:07 3 :34
Direction: WBD/EBD
35 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 29 To: 38 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 0 0.00% 0.00% MPH
23 0 0.00% 0.00%
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 1 1.00% 1.00%
27 1 1.00% 2.00%
28 3 3.00% 5.00%
29 4 4.00% 9.00%
30 5 5.00% 14.00%
31 9 9.00% 23.00%
32 9 9.00% 32.00%
33 11 11.00% 43.00%
34 9 9.00% 52.00%
35 11 11.00% 63.00%
36 12 12.00% 75.00%
37 9 9.00% 84.00%
38 5 5.00% 89.00%
39 3 3.00% 92.00%
40 4 4.00% 96.00%
41 2 2.00% 98.00%
42 0 0.00% 98.00%
43 1 1.00% 99.00%
44 0 0.00% 99.00%
45 0 0.00% 99.00%
46 0 0.00% 99.00%
47 0 0.00% 99.00%
48 0 0.00% 99.00%
49 0 0.00% 99.00%
50 0 0.00% 99.00%
51 1 1.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed: 40
85th Percentile Speed: 38
90th Percentile Speed: 39
Vehicles in Pace: 84
50th Percentile Speed: 34
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 84.0%
Standard Deviation: 3.8
Variance of the Mean: 0.1440
Data Analysis:

Time Mean Speed: 34.3
Sample Variance: 14.40
Weather: Sunny
Observer(s): Joaquin R

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

Between: Wood Street & E Alisal Street No. 122
Survey Location: 1077 John Street
Speed Limit:

Date: 04/14/26 Tuesday
3:07 3 :34

CITY OF SALINASTRANSPORTATION & ENGINEERINGTRAFFIC SURVEY MAP SYMBOLDistanceVertical AlignmentStreet WidthNo. Lanes and MedianTraffic Volume (Date)Accident Data (2 years)Street Segment Collision Rate= (Collisions) (1,000,000) (Years) (365) (ADT) (Length in Miles) Approximately 3,400 FeetFlatVaries (32 to 82 Feet)4-Lane Collector2,0220 Collisions (2024-2025)0.00 Acc./MVM Proposed Speed Zone85th Percentile Speed30 MPH38 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:FREEDOM PARKWAYWILLIAMS RD & SCONBERG PKWY05/05/26 (EXPIRES 2031)123 This segment of Freedom Parkway is classified as a collector in the City of Salinas General Plan. The surrounding land use includes backing residential homes,schools, and a park. Speed data collected on April 23, 2026, revealed the 85th percentile speed of 38 mph. The 10 mph pace ranges from 28 mph to 37 mph andsuggests the 85th percentile speed is above this range. Based on the surrounding land use, the 10 mph pace range, the prevailing speeds rounded up and reducedby 5 mph, and the presence of pedestrian/bicyclist infrastructure allowing for an additional 5 mph reduction under AB 43, the existing posted speed limit of 35 mphshould be reduced to 30 mph.DESCRIPTIONFREEDOM PKWYTUSCANY BLVD

WILLIAMS RD

MONTEBELLAELEMENTARYSCHOOL

PADOVA DR

SCONBERG PKWY

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
I:\PWTra\Radar Survey\Radar Surveys EXP 2031\Aerials\(123) Freedom Pkwy btwn Williams & Sconberg.dwg 25 MPHSCHOOL ZONE25 MPHSCHOOL ZONE
Direction: NBD
35 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 25 To: 34 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 1 2.00% 2.00% MPH
23 0 0.00% 2.00%
24 1 2.00% 4.00%
25 2 4.00% 8.00%
26 2 4.00% 12.00%
27 0 0.00% 12.00%
28 5 10.00% 22.00%
29 6 12.00% 34.00%
30 6 12.00% 46.00%
31 3 6.00% 52.00%
32 4 8.00% 60.00%
33 4 8.00% 68.00%
34 6 12.00% 80.00%
35 1 2.00% 82.00%
36 1 2.00% 84.00%
37 1 2.00% 86.00%
38 2 4.00% 90.00%
39 2 4.00% 94.00%
40 2 4.00% 98.00%
41 0 0.00% 98.00%
42 1 2.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%
95th Percentile Speed:
50th Percentile Speed:
85th Percentile Speed:
90th Percentile Speed:

Street:

Between:

Survey Location:

Data Analysis:

Clear

0.6 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Enrique
Comments:Freedom Parkway
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
38 31
Vehicles in Pace:
04/23/26

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

4.4 0.3940

76.0%
40 37
Standard Deviation:

No. 123
38 31.7

19.70 Variance of the Mean:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
Frequency
Spot Speed, MPH
Frequency Distribution
Williams Road & Sconberg Parkway
Behind 1326 Cassino Way
Thursday
2:46 3:20
Direction: SBD
35 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 31 To: 40 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 0 0.00% 0.00% MPH
23 0 0.00% 0.00%
24 1 2.00% 2.00%
25 0 0.00% 2.00%
26 1 2.00% 4.00%
27 1 2.00% 6.00%
28 2 4.00% 10.00%
29 3 6.00% 16.00%
30 2 4.00% 20.00%
31 2 4.00% 24.00%
32 3 6.00% 30.00%
33 6 12.00% 42.00%
34 5 10.00% 52.00%
35 2 4.00% 56.00%
36 4 8.00% 64.00%
37 5 10.00% 74.00%
38 3 6.00% 80.00%
39 4 8.00% 88.00%
40 4 8.00% 96.00%
41 2 4.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%
85th Percentile Speed: 39
90th Percentile Speed: 40
Vehicles in Pace: 38
50th Percentile Speed: 34
95th Percentile Speed: 40
Standard Error of the Mean: 0.6
10 MPH Pace:

Percent in Pace: 76.0%
Standard Deviation: 4.2
Variance of the Mean: 0.3572
Data Analysis:

Time Mean Speed: 34.3
Sample Variance: 17.86
No. 123
Weather: Clear
Observer(s): Enrique
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Freedom Parkway
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
Frequency
Spot Speed, MPH
Frequency Distribution
Between: Williams Road & Sconberg Parkway
Survey Location: Behind 1326 Cassino Way
Speed Limit:

Date: 04/23/26 Thursday
2:46 3 :20
Direction: NBD/SBD
35 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 28 To: 37 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 1 1.00% 1.00% MPH
23 0 0.00% 1.00%
24 2 2.00% 3.00%
25 2 2.00% 5.00%
26 3 3.00% 8.00%
27 1 1.00% 9.00%
28 7 7.00% 16.00%
29 9 9.00% 25.00%
30 8 8.00% 33.00%
31 5 5.00% 38.00%
32 7 7.00% 45.00%
33 10 10.00% 55.00%
34 11 11.00% 66.00%
35 3 3.00% 69.00%
36 5 5.00% 74.00%
37 6 6.00% 80.00%
38 5 5.00% 85.00%
39 6 6.00% 91.00%
40 6 6.00% 97.00%
41 2 2.00% 99.00%
42 1 1.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed: 40
Freedom Parkway
85th Percentile Speed: 38
90th Percentile Speed: 39
Vehicles in Pace: 71
50th Percentile Speed: 33
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 71.0%
Standard Deviation: 4.5
Variance of the Mean: 0.2040
Data Analysis:

Time Mean Speed: 33.0
Sample Variance: 20.40
Weather: Clear
Observer(s): Enrique
No. 123
Survey Location: Behind 1326 Cassino Way
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, MPH
Frequency Distribution
Street: Comments:

Between: Williams Road & Sconberg Parkway
Date: 04/23/26 Thursday
2:46 3 :20

CITY OF SALINASTRANSPORTATION & ENGINEERINGTRAFFIC SURVEY MAP SYMBOLDistanceVertical AlignmentStreet WidthNo. Lanes and MedianTraffic Volume (Date)Accident Data (2 years)Street Segment Collision Rate= (Collisions) (1,000,000) (Years) (365) (ADT) (Length in Miles) Approximately 3,550 FeetFlat32 Feet2-Lane Collector4,9020 Collisions (2024-2025) 0.00 Acc./MVM Proposed Speed Zone85th Percentile Speed35 MPH43 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:SCONBERG PARKWAYALISAL RD & FREEDOM PKWY05/05/2026 (EXPIRES IN 2031)124 This segment of Sconberg Parkway between Alisal Road and Freedom Parkway is classified as a collector in the City of Salinas General Plan. The surroundingland use includes a school, backing residential homes, and agricultural use. Speed data collected on May 5, 2026, revealed the 85th percentile speed of 43mph. The 10 mph pace ranges from 34 mph to 43 mph and suggests the 85th percentile speed is within this range. Based on the surrounding land use, theprevailing speeds rounded up and reduced by 5 mph, and the presence of pedestrian/bicyclist infrastructure allowing for an additional 5 mph reductionunder AB 43, the existing posted speed limit of 25 mph should be increased to 35 mph.DESCRIPTION

FREEDOM PKWYSCONBERG PKWY

ALISAL RD

BARDINELEMENTARYSCHOOL

MONTE BELLA BLVD

PAVIA WY

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
I:\PWTra\Radar Survey\Radar Surveys EXP 2031\Aerials\(124) Sconberg Pkwy btwn Alisal & Freedom.dwg Direction: EBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 34 To: 43 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 0 0.00% 0.00% MPH
23 0 0.00% 0.00%
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 1 2.00% 2.00%
27 0 0.00% 2.00%
28 3 6.00% 8.00%
29 0 0.00% 8.00%
30 1 2.00% 10.00%
31 3 6.00% 16.00%
32 1 2.00% 18.00%
33 1 2.00% 20.00%
34 4 8.00% 28.00%
35 2 4.00% 32.00%
36 5 10.00% 42.00%
37 4 8.00% 50.00%
38 1 2.00% 52.00%
39 2 4.00% 56.00%
40 5 10.00% 66.00%
41 4 8.00% 74.00%
42 3 6.00% 80.00%
43 2 4.00% 84.00%
44 0 0.00% 84.00%
45 2 4.00% 88.00%
46 1 2.00% 90.00%
47 2 4.00% 94.00%
48 2 4.00% 98.00%
49 1 2.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

5.8 0.6624

64.0%
48 45
Standard Deviation:

No. 124
46 38.0

33.12 Variance of the Mean:

Speed Limit:

Date:

CITY OF SALINAS
32 37
Vehicles in Pace:
05/05/26
Street:

Between:

Survey Location:

Data Analysis:

Clear

0.8 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Allen
Standard Error of the Mean:

Percent in Pace:
95th Percentile Speed:
50th Percentile Speed:
85th Percentile Speed:
90th Percentile Speed:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 Frequency
Spot Speed, MPH
Frequency Distribution
Alisal Road & Freedom Parkway
Behind 1232 Palermo Court
Tuesday
1:42 2:15
Sconberg Parkway Comments:

Direction: WBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 33 To: 42 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 0 0.00% 0.00% MPH
23 0 0.00% 0.00%
24 0 0.00% 0.00%
25 1 2.00% 2.00%
26 0 0.00% 2.00%
27 1 2.00% 4.00%
28 1 2.00% 6.00%
29 0 0.00% 6.00%
30 3 6.00% 12.00%
31 1 2.00% 14.00%
32 2 4.00% 18.00%
33 2 4.00% 22.00%
34 2 4.00% 26.00%
35 5 10.00% 36.00%
36 3 6.00% 42.00%
37 5 10.00% 52.00%
38 4 8.00% 60.00%
39 3 6.00% 66.00%
40 3 6.00% 72.00%
41 3 6.00% 78.00%
42 5 10.00% 88.00%
43 2 4.00% 92.00%
44 2 4.00% 96.00%
45 1 2.00% 98.00%
46 0 0.00% 98.00%
47 1 2.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Weather: Clear
Observer(s): Allen
Data Analysis:

Time Mean Speed: 37.1
Sample Variance: 24.09
No. 124
Standard Error of the Mean: 0.7
10 MPH Pace:

Percent in Pace: 70.0%
Standard Deviation: 4.9
Variance of the Mean: 0.4818
85th Percentile Speed: 42
90th Percentile Speed: 43
Vehicles in Pace: 35
50th Percentile Speed: 37
95th Percentile Speed: 44
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 Frequency
Spot Speed, MPH
Frequency Distribution
Street: Sconberg Parkway Comments:

Between: Alisal Road & Freedom Parkway
Survey Location: Behind 1232 Palermo Court
Speed Limit:

Date: 05/05/26 Tuesday
1:42 2 :15
Direction: EBD/WBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 34 To: 43 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 0 0.00% 0.00% MPH
23 0 0.00% 0.00%
24 0 0.00% 0.00%
25 1 1.00% 1.00%
26 1 1.00% 2.00%
27 1 1.00% 3.00%
28 4 4.00% 7.00%
29 0 0.00% 7.00%
30 4 4.00% 11.00%
31 4 4.00% 15.00%
32 3 3.00% 18.00%
33 3 3.00% 21.00%
34 6 6.00% 27.00%
35 7 7.00% 34.00%
36 8 8.00% 42.00%
37 9 9.00% 51.00%
38 5 5.00% 56.00%
39 5 5.00% 61.00%
40 8 8.00% 69.00%
41 7 7.00% 76.00%
42 8 8.00% 84.00%
43 4 4.00% 88.00%
44 2 2.00% 90.00%
45 3 3.00% 93.00%
46 1 1.00% 94.00%
47 3 3.00% 97.00%
48 2 2.00% 99.00%
49 1 1.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
Observer(s): Allen

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Data Analysis:

Time Mean Speed: 37.5
Sample Variance: 28.51
Street: Comments:

Between: Alisal Road & Freedom Parkway
Weather: Clear
95th Percentile Speed: 47
85th Percentile Speed: 43
90th Percentile Speed: 44
Vehicles in Pace: 67
50th Percentile Speed: 37
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 67.0%
Standard Deviation: 5.3
Variance of the Mean: 0.2851
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9
10Frequency
Spot Speed, MPH
Frequency Distribution
Sconberg Parkway
No. 124
Survey Location: Behind 1232 Palermo Court
Speed Limit:

Date: 05/05/26 Tuesday
1:42 2 :15

CITY OF SALINASTRANSPORTATION & ENGINEERINGTRAFFIC SURVEY MAP SYMBOLDistanceVertical AlignmentStreet WidthNo. Lanes and MedianTraffic Volume (Date)Accident Data (2 years)Street Segment Collision Rate= (Collisions) (1,000,000) (Years) (365) (ADT) (Length in Miles) Approximately 3,860 FeetFlat86 Feet4-Lane Major Arterial27,1078 Collisions (2024-2025)0.55 Acc./MVM Proposed Speed Zone85t Percentile Speed35 MPH39 MPH
AREACOMMENTS:

STREET:BETWEEN:SURVEY DATE:NORTH DAVIS ROADLARKIN ST & WESTRIDGE PKWY04/17/2026 (EXPIRES 2031)125 This segment of North Davis Road is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes school and retail. Speeddata collected on April 17, 2026, revealed the 85th percentile speed of 39 mph. The 10 mph pace ranges from 27 mph to 36 mph and suggests the 85thpercentile speed is above this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded up and reduced by 5mph per MUTCD option 2, the existing posted speed limit of 35 mph should be retained.DESCRIPTION

N DAVIS RD

W LAUREL DR

LARKIN ST

WESTRIDGEPKWY

N DAVIS RD

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
I:\PWTra\Radar Survey\Radar Surveys EXP 2031\Aerials\(125) N Davis Rd btwn Larkin & Westridge.dwg Direction: NBD
35 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 31 To: 40 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 0 0.00% 0.00% MPH
23 0 0.00% 0.00%
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 1 2.00% 2.00%
27 1 2.00% 4.00%
28 2 4.00% 8.00%
29 1 2.00% 10.00%
30 4 8.00% 18.00%
31 3 6.00% 24.00%
32 4 8.00% 32.00%
33 3 6.00% 38.00%
34 5 10.00% 48.00%
35 2 4.00% 52.00%
36 6 12.00% 64.00%
37 1 2.00% 66.00%
38 5 10.00% 76.00%
39 2 4.00% 80.00%
40 5 10.00% 90.00%
41 1 2.00% 92.00%
42 0 0.00% 92.00%
43 0 0.00% 92.00%
44 2 4.00% 96.00%
45 1 2.00% 98.00%
46 0 0.00% 98.00%
47 0 0.00% 98.00%
48 1 2.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

4.9 0.4720

72.0%
44 40
Standard Deviation:

No. 125
40 35.2

23.60 Variance of the Mean:

Speed Limit:

Date:

CITY OF SALINAS
36 35
Vehicles in Pace:
01:45
04/17/26
Street:

Between:

Survey Location:

Data Analysis:

Clear

0.7 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Alejandro M
01:15
Friday
Standard Error of the Mean:

Percent in Pace:
95th Percentile Speed:
50th Percentile Speed:
85th Percentile Speed:
90th Percentile Speed:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
Frequency
Spot Speed, MPH
Frequency Distribution
N Davis Road Comments:

Larkin Street & Westridge Parkway
1250 N Davis Road
Direction: SBD
35 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 27 To: 36 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 2 4.00% 4.00% MPH
23 3 6.00% 10.00%
24 3 6.00% 16.00%
25 1 2.00% 18.00%
26 1 2.00% 20.00%
27 2 4.00% 24.00%
28 5 10.00% 34.00%
29 4 8.00% 42.00%
30 1 2.00% 44.00%
31 6 12.00% 56.00%
32 4 8.00% 64.00%
33 2 4.00% 68.00%
34 5 10.00% 78.00%
35 4 8.00% 86.00%
36 2 4.00% 90.00%
37 0 0.00% 90.00%
38 1 2.00% 92.00%
39 2 4.00% 96.00%
40 1 2.00% 98.00%
41 0 0.00% 98.00%
42 0 0.00% 98.00%
43 0 0.00% 98.00%
44 0 0.00% 98.00%
45 0 0.00% 98.00%
46 0 0.00% 98.00%
47 0 0.00% 98.00%
48 0 0.00% 98.00%
49 0 0.00% 98.00%
50 0 0.00% 98.00%
51 0 0.00% 98.00%
52 1 2.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Weather: Clear
Observer(s): Alejandro M
Data Analysis:

Time Mean Speed: 30.9
Sample Variance: 31.14
No. 125
Standard Error of the Mean: 0.8
10 MPH Pace:

Percent in Pace: 70.0%
Standard Deviation: 5.6
Variance of the Mean: 0.6228
85th Percentile Speed: 35
90th Percentile Speed: 37
Vehicles in Pace: 35
50th Percentile Speed: 31
95th Percentile Speed: 39
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
Frequency
Spot Speed, MPH
Frequency Distribution
Street: N Davis Road Comments:

Between: Larkin Street & Westrridge Parkway
Survey Location: 1250 N Davis Road
Speed Limit:

Date: 04/17/26 Friday
1:15 1 :45
Direction: NBD/SBD
35 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 27 To: 36 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 2 2.00% 2.00% MPH
23 3 3.00% 5.00%
24 3 3.00% 8.00%
25 1 1.00% 9.00%
26 2 2.00% 11.00%
27 3 3.00% 14.00%
28 7 7.00% 21.00%
29 5 5.00% 26.00%
30 5 5.00% 31.00%
31 9 9.00% 40.00%
32 8 8.00% 48.00%
33 5 5.00% 53.00%
34 10 10.00% 63.00%
35 6 6.00% 69.00%
36 8 8.00% 77.00%
37 1 1.00% 78.00%
38 6 6.00% 84.00%
39 4 4.00% 88.00%
40 6 6.00% 94.00%
41 1 1.00% 95.00%
42 0 0.00% 95.00%
43 0 0.00% 95.00%
44 2 2.00% 97.00%
45 1 1.00% 98.00%
46 0 0.00% 98.00%
47 0 0.00% 98.00%
48 1 1.00% 99.00%
49 0 0.00% 99.00%
50 0 0.00% 99.00%
51 0 0.00% 99.00%
52 1 1.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
Observer(s): Alejandro M

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Data Analysis:

Time Mean Speed: 33.1
Sample Variance: 31.76
Weather: Clear
95th Percentile Speed: 43
85th Percentile Speed: 39
90th Percentile Speed: 40
Vehicles in Pace: 66
50th Percentile Speed: 33
Standard Error of the Mean: 0.6
10 MPH Pace:

Percent in Pace: 66.0%
Standard Deviation: 5.6
Variance of the Mean: 0.3176
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, MPH
Frequency Distribution
N Davis RoadStreet: Comments:

Between: Larkin Street & Westrridge Parkway No. 125
Survey Location: 1250 N Davis Road
Speed Limit:

Date: 04/17/26 Friday
1:15 1 :45

CITY OF SALINASTRANSPORTATION & ENGINEERINGTRAFFIC SURVEY MAP SYMBOLDistanceVertical AlignmentStreet WidthNo. Lanes and MedianTraffic Volume (Date)Accident Data (2 years)Street Segment Collision Rate= (Collisions) (1,000,000) (Years) (365) (ADT) (Length in Miles) Approximately 3,300 FeetFlat64 Feet2-Lane Major Arterial12,44216 Collisions (2024-2025)2.84 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH30 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:ALISAL STREETCAPITOL ST & FRONT ST04/15/2026 (EXPIRES 2031)126 This segment of Alisal Street is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes retail and commercial. Speed datacollected on April 15, 2026, revealed the 85th percentile speed of 30 mph. The 10 mph pace ranges from 24 mph to 33 mph and suggests the 85th percentile speedis within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds reduced by 5 mph per MUTCD option 1, the existingposted speed limit of 25 mph should be retained.DESCRIPTION

CHURCH ST

LINCOLN AVESALINAS ST

MAIN ST

MONTEREY STPAJARO ST

FRONT ST

SOLEDAD ST

CALIFORNIA ST

CAYUGA ST

E ALISAL ST

CAPITOL ST

W ALISAL ST

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
I:\PWTra\Radar Survey\Radar Surveys EXP 2031\Aerials\(126) Alisal St btwn Capitol & Front.dwg Direction: WBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 22 To: 31 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 1 2.00% 2.00% MPH
23 1 2.00% 4.00%
24 3 6.00% 10.00%
25 2 4.00% 14.00%
26 5 10.00% 24.00%
27 5 10.00% 34.00%
28 6 12.00% 46.00%
29 11 22.00% 68.00%
30 9 18.00% 86.00%
31 3 6.00% 92.00%
32 0 0.00% 92.00%
33 2 4.00% 96.00%
34 0 0.00% 96.00%
35 1 2.00% 98.00%
36 0 0.00% 98.00%
37 0 0.00% 98.00%
38 0 0.00% 98.00%
39 0 0.00% 98.00%
40 1 2.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.1 0.1872

92.0%
33 30
Standard Deviation:

No. 126
31 28.5

9.36 Variance of the Mean:

Speed Limit:

Date:

CITY OF SALINAS
46 29
Vehicles in Pace:

Street:

Between:

Survey Location:

Data Analysis:

Sunny

0.4 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Rodolfo C
Standard Error of the Mean:

Percent in Pace:
95th Percentile Speed:
50th Percentile Speed:
85th Percentile Speed:
90th Percentile Speed:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, MPH
Frequency Distribution
Alisal Street Comments:

Capitol Street & Front Street
127 E Alisal Street
Wednesday
1:20
04/15/26
2:04
Direction: EBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 24 To: 33 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 0 0.00% 0.00% MPH
23 0 0.00% 0.00%
24 3 6.00% 6.00%
25 7 14.00% 20.00%
26 6 12.00% 32.00%
27 6 12.00% 44.00%
28 9 18.00% 62.00%
29 9 18.00% 80.00%
30 4 8.00% 88.00%
31 2 4.00% 92.00%
32 2 4.00% 96.00%
33 2 4.00% 100.00%
34 0 0.00% 100.00%
35 0 0.00% 100.00%
36 0 0.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Weather: Sunny
Observer(s): Rodolfo C
Data Analysis:

Time Mean Speed: 27.8
Sample Variance: 5.39
No. 126
Standard Error of the Mean: 0.3
10 MPH Pace:

Percent in Pace: 100.0%
Standard Deviation: 2.3
Variance of the Mean: 0.1078
85th Percentile Speed: 30
90th Percentile Speed: 31
Vehicles in Pace: 50
50th Percentile Speed: 28
95th Percentile Speed: 32
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9
10Frequency
Spot Speed, MPH
Frequency Distribution
1:20 2 :04
Street: Alisal Street Comments:

Between: Capitol Street & Front Street
Survey Location: 127 E Alisal Street
Speed Limit:

Date: 04/15/26 Wednesday
Direction: WBD/EBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 24 To: 33 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00% MPH
22 1 1.00% 1.00% MPH
23 1 1.00% 2.00%
24 6 6.00% 8.00%
25 9 9.00% 17.00%
26 11 11.00% 28.00%
27 11 11.00% 39.00%
28 15 15.00% 54.00%
29 20 20.00% 74.00%
30 13 13.00% 87.00%
31 5 5.00% 92.00%
32 2 2.00% 94.00%
33 4 4.00% 98.00%
34 0 0.00% 98.00%
35 1 1.00% 99.00%
36 0 0.00% 99.00%
37 0 0.00% 99.00%
38 0 0.00% 99.00%
39 0 0.00% 99.00%
40 1 1.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
Observer(s): Rodolfo C

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Data Analysis:

Time Mean Speed: 28.1
Sample Variance: 7.41
Weather: Sunny
95th Percentile Speed: 33
85th Percentile Speed: 30
90th Percentile Speed: 31
Vehicles in Pace: 96
50th Percentile Speed: 28
Standard Error of the Mean: 0.3
10 MPH Pace:

Percent in Pace: 96.0%
Standard Deviation: 2.7
Variance of the Mean: 0.0741
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, MPH
Frequency Distribution
Street: Comments:

Between: Capitol Street & Front Street
Alisal Street
No. 126
Survey Location: 127 E Alisal Street
Speed Limit:

Date: 04/15/26 Wednesday
1:20 2 :04

ALMA AVE
STOP
STOP
STOP
STOP

CITY OF SALINASTRANSPORTATION & ENGINEERINGTRAFFIC SURVEY MAP SYMBOLDistanceVertical AlignmentStreet WidthNo. Lanes and MedianTraffic Volume (Date)Accident Data (2 years)Street Segment Collision Rate= (Collisions) (1,000,000) (Years) (365) (ADT) (Length in Miles) Approximately 4,350 FeetFlatVaries (38 to 44 Feet)2-Lane Collector3,65316 Collisions (2024-2025)7.32 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH31 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:TOWT STREETGARNER AVE & FREEDOM PKWY04/29/2026 (EXPIRES 2031) 127 This segment of Towt Street is classified as a collector in the City of Salinas General Plan. The surrounding land use includes residential homes and a school.Speed data collected on April 29, 2026, revealed the 85th percentile speed of 31 mph. The 10 mph pace ranges from 24 mph to 33 mph and suggests the85th percentile speed is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded down andreduced by 5 mph per MUTCD option 1, the existing posted speed limit of 25 mph should be retained.DESCRIPTION

TOWT ST

CESAR E CHAVEZELEMENTARY SCHOOL

GARNER AVE

DEL MONTE AVE

FREEDOM PKWY

CORTEZ ST

MAE AVE

PASEO GRANDE

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
I:\PWTra\Radar Survey\Radar Surveys EXP 2031\Aerials\(127) Towt St btwn Garner & Freedom.dwg Direction: NBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 24 To: 33 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 0 0.00% 0.00% MPH
20 0 0.00% 0.00% MPH
21 1 2.00% 2.00% MPH
22 1 2.00% 4.00% MPH
23 0 0.00% 4.00%
24 4 8.00% 12.00%
25 3 6.00% 18.00%
26 7 14.00% 32.00%
27 4 8.00% 40.00%
28 7 14.00% 54.00%
29 7 14.00% 68.00%
30 7 14.00% 82.00%
31 4 8.00% 90.00%
32 2 4.00% 94.00%
33 3 6.00% 100.00%
34 0 0.00% 100.00%
35 0 0.00% 100.00%
36 0 0.00% 100.00%
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

2.8 0.1576

96.0%
33 31
Standard Deviation:

No. 127
31 28.0

7.88 Variance of the Mean:

Speed Limit:

Date:

CITY OF SALINAS
48 28
Vehicles in Pace:
04/29/26
Street:

Between:

Survey Location:

Data Analysis:

Sunny

0.4 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Rodolfo
Standard Error of the Mean:

Percent in Pace:
95th Percentile Speed:
50th Percentile Speed:
85th Percentile Speed:
90th Percentile Speed:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 Frequency
Spot Speed, MPH
Frequency Distribution
Towt Street Comments:

Garner Avenue & Freedom Parkway
546 Towt Street
Wednesday
1:35 2:05
Direction: SBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 22 To: 31 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 1 2.00% 2.00% MPH
20 0 0.00% 2.00% MPH
21 0 0.00% 2.00% MPH
22 3 6.00% 8.00% MPH
23 0 0.00% 8.00%
24 3 6.00% 14.00%
25 6 12.00% 26.00%
26 5 10.00% 36.00%
27 5 10.00% 46.00%
28 6 12.00% 58.00%
29 4 8.00% 66.00%
30 5 10.00% 76.00%
31 5 10.00% 86.00%
32 1 2.00% 88.00%
33 1 2.00% 90.00%
34 1 2.00% 92.00%
35 2 4.00% 96.00%
36 1 2.00% 98.00%
37 1 2.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Weather: Sunny
Observer(s): Rodolfo
Data Analysis:

Time Mean Speed: 28.1
Sample Variance: 14.38
No. 127
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 84.0%
Standard Deviation: 3.8
Variance of the Mean: 0.2876
85th Percentile Speed: 31
90th Percentile Speed: 33
Vehicles in Pace: 42
50th Percentile Speed: 28
95th Percentile Speed: 35
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
Frequency
Spot Speed, MPH
Frequency Distribution
Street: Towt Street Comments:

Between: Garner Avenue & Freedom Parkway
Survey Location: 546 Towt Street
Speed Limit:

Date: 04/29/26 Wednesday
1:35 2 :05
Direction: NBD/SBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
10 0 0.00% 0.00%
11 0 0.00% 0.00% MPH
12 0 0.00% 0.00%
13 0 0.00% 0.00%
14 0 0.00% 0.00%
15 0 0.00% 0.00%
16 0 0.00% 0.00% 24 To: 33 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 1 1.00% 1.00% MPH
20 0 0.00% 1.00% MPH
21 1 1.00% 2.00% MPH
22 4 4.00% 6.00% MPH
23 0 0.00% 6.00%
24 7 7.00% 13.00%
25 9 9.00% 22.00%
26 12 12.00% 34.00%
27 9 9.00% 43.00%
28 13 13.00% 56.00%
29 11 11.00% 67.00%
30 12 12.00% 79.00%
31 9 9.00% 88.00%
32 3 3.00% 91.00%
33 4 4.00% 95.00%
34 1 1.00% 96.00%
35 2 2.00% 98.00%
36 1 1.00% 99.00%
37 1 1.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
Totals: 100 100.00%
Observer(s): Rodolfo

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Data Analysis:

Time Mean Speed: 28.0
Sample Variance: 11.02
Weather: Sunny
95th Percentile Speed: 33
85th Percentile Speed: 31
90th Percentile Speed: 32
Vehicles in Pace: 89
50th Percentile Speed: 28
Standard Error of the Mean: 0.3
10 MPH Pace:

Percent in Pace: 89.0%
Standard Deviation: 3.3
Variance of the Mean: 0.1102
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
110%
Cumulative Frequency
Spot Speed MPH
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, MPH
Frequency Distribution
Towt StreetStreet: Comments:

Between: Garner Avenue & Freedom Parkway No. 127
Survey Location: 546 Towt Street
Speed Limit:

Date: 04/29/26 Wednesday
1:35 2 :05

Salinas City CouncilJune 16, 2026

Salinas City Council
June 16, 2026