Salinas City Council
August 12, 2025

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

2025
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 2025 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. 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 2030, 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 nineteen (19) roadway sections are listed in Table 1: Engineering and Traffic Survey Summary:

ENGINEERING AND TRAFFIC SURVEYS EXPIRING 2030:

Decreased

5) Airport Boulevard between Skyway Boulevard and Hansen Street - This segment of Airport Boulevard is classified as a collector in the City of Salinas General Plan. The surrounding land use includes industrial and business use. Speed data collected on April 23, 2025, revealed the 85th percentile speed of 39 mph. The 10 mph pace ranges from 30 mph to 39 mph and suggests the 85th percentile is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded up, the existing speed limit of 45 mph should be reduced to 40 mph.

20) Casentini Street between North Main Street and Rico Street - This segment of Casentini Street is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential and commercial areas. Casentini Street was presented to the Salinas City Council on January 10, 2023, as part of the 2022 Engineering and Traffic Surveys where through Resolution No. 22555, Council rejected retaining the existing posted speed limit of 35 mph. City staff resurveyed the segment of Casentini Street on April 18, 2025, and recorded an 85th percentile speed of 36 mph. The 10 mph pace ranges from 26 mph to 35 mph and suggests the 85th percentile is above 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 35 mph should be changed to establish 30 mph.

Unchanged

3) Abbott Street between South Sanborn Road/East Blanco Road and Harkins Road - This segment of Abbott Street is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes industrial use. Speed data collected on April 22, 2025, revealed the 85th percentile speed of 42 mph. The 10 mph pace ranges from 31 mph to 40 mph and suggests the 85th percentile 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 40 mph should be retained.

27) Constitution Boulevard between Independence Boulevard and East Boronda Road - This segment of Constitution Boulevard is classified as a minor arterial in the City of Salinas General Plan. The surrounding land use includes backing residential homes, retail, and park use. Speed data collected on April 8, 2025, revealed the 85th percentile speed of 46 mph. The 10 mph pace ranges from 36 mph to 45 mph and suggests the 85th percentile is above 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 40 mph should be retained.

45) Romie Lane between Riker Street and Abbott Street - This segment of East Romie Lane is classified as a minor arterial in the City of Salinas General Plan. The surrounding land use includes residential homes, retail, office, hospital, and park use. Speed data collected on April 22, 2025, revealed the 85th percentile speed of 35 mph. The 10 mph pace ranges from 26 mph to 35 mph and suggests the 85th percentile 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 30 mph should be retained.

47) Natividad Road between East Laurel Drive and East Bernal Drive - This segment of Natividad Road is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes fronting and backing residential homes and commercial businesses. Speed data collected on May 28, 2025, revealed the 85th percentile speed of 39 mph. The 10 mph pace ranges from 28 mph to 37 mph and suggests the 85th percentile is above 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 40 mph should be retained.

55) Linwood Drive between East Laurel Drive and East Alvin Drive - This segment of Linwood Drive is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homes and a school.

Linwood Drive was presented to the Salinas City Council on January 10, 2023, as part of the 2022 Engineering and Traffic Surveys where through Resolution No. 22555, Council rejected an increase in the existing posted speed limit from 25 mph to 30 mph. City staff resurveyed the segment of Linwood Drive on April 23, 2025, and recorded an 85th percentile speed of 34 mph. The 10 mph pace ranges from 27 mph to 36 mph and suggests the 85th percentile 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 per MUTCD option 2, and following the implementation of Assembly Bill No. 43, authorizing local authority to further reduce speed limits by 5-mph if the roadway is adjacent to high concentration of bicyclists and pedestrians, the existing posted speed limit of 25 mph should be established.

63) San Juan Grade Road between North Main Street and Russell Road - This segment of San Juan Grade Road is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes backing and fronting residential homes, retail, office, and agricultural use. Speed data collected on April 8, 2025, revealed the 85th percentile speed of 49 mph. The 10 mph pace ranges from 37 mph to 46 mph and suggests that the 85th percentile 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 45 mph should be retained.

109) Navajo Drive between Adams Street and North Main Street - This segment of Navajo Drive is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homes and retail use.

Speed data collected on April 18, 2025, revealed the 85th percentile speed of 31 mph. The 10 mph pace ranges from 23 mph to 32 mph and suggests the 85th percentile is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speed rounded down and reduced by 5 mph per MUTCD option 1, the existing posted speed limit of 25 mph should be retained.

110) Villa Street between West Market Street and Central Avenue - This segment of Villa Street is classified as a collector street in the City of Salinas General Plan. The surrounding land use includes fronting residential homes, a park, and a school. Speed data collected on May 20, 2025, revealed the 85th percentile speed of 26 mph. The 10 mph pace ranges from 18 mph to 27 mph and suggests the 85th percentile 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.

111) Maple Street between South Main Street and Abbott Street - This segment of Maple Street is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homes, parks, and a school. Speed data collected on April 23, 2025, revealed the 85th percentile speed of 26 mph. The 10 mph pace ranges from 18 mph to 27 mph and suggests the 85th percentile 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.

112) Clay Street between Iverson Drive and South Main Street - This segment of Clay Street is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homes, parks, offices, and a school. Speed data collected on April 28, 2025, revealed the 85th percentile speed of 29 mph. The 10 mph pace ranges from 20 mph to 29 mph and suggests the 85th percentile 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 25 mph should be retained.

113) Lincoln Avenue between West Market Street and Clay Street - This segment of Lincoln Avenue is classified as a minor arterial in the City of Salinas General Plan. The surrounding land use includes office, residential, and commercial use. Speed data collected on May 6, 2025, revealed the 85th percentile speed of 29 mph. The 10 mph pace ranges from 20 mph to 29 mph and suggests the 85th percentile 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 25 mph should be retained.

114) Salinas Street between West Market Street and Clay Street - This segment of Salinas Street is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes business use. Speed data collected on April 25, 2025, revealed the 85th percentile speed of 22 mph. The 10 mph pace ranges from 15 mph to 24 mph and suggests the 10 mph pace is within this range. More than 50% of the property contiguous to one side of Salinas Street is occupied by businesses, meeting the criteria of a business district as defined in Section 235 of the CVC. Section 22352 of the CVC sets the prima facie speed limit for business districts of 25 mph. Based on the surrounding land use, the 10 mph pace range, and Section 22352 of the CVC, the existing posted speed limit of 25 mph should be retained.

116) Pajaro Street between East Market Street and East Blanco Road - This segment of Pajaro Street is classified as a minor arterial in the City of Salinas General Plan. The surrounding land use includes fronting residential homes and office use. Speed data collected on April 25, 2025, revealed the 85th percentile speed of 31 mph. The 10 mph pace ranges from 23 mph to 32 mph and suggests the 85th percentile 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.

117) Hebbron Avenue between East Market Street and John Street - This segment of Hebbron Avenue is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homes and office areas. Speed data collected on June 4, 2025, revealed the 85th percentile speed of 28 mph. The 10 mph pace ranges from 20 mph to 29 mph and suggests the 85th percentile 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 25 mph should be retained.

118) Tyler Street between West Laurel Drive and Iris Drive - This segment of Tyler Street is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homes. Speed data collected April 28, 2025, 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.

121) Los Palos Drive between San Miguel Avenue and Abbott Street - This segment of Los Palos Drive is classified as a collector in the City of Salinas General Plan. The surrounding land use includes residential homes, hospital, office, and park use. Speed data collected on April 25, 2025, revealed the 85th percentile speed of 28 mph. The 10 mph pace ranges from 17 mph to 26 mph and suggests the 85th percentile 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 25 mph should be retained.

129) East Rossi Street between North Main Street and Sherwood Drive - This segment of East Rossi Street is classified as a minor arterial in the City of Salinas General Plan. The surrounding land use includes residential and industrial use.

East Rossi Street was presented to the Salinas City Council on January 10, 2023, as part of the 2022 Engineering and Traffic Surveys where through Resolution No. 22555, Council rejected an increase in the existing posted speed limit from 25 mph to 30 mph. City staff resurveyed the segment of East Rossi Street on May 12, 2025, and recorded an 85th percentile speed of 31 mph. The 10 mph pace ranges from 24 mph to 33 mph and suggests the 85th percentile 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 established.

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
Survey
Expiration Measured Rounded Recom-
mended
3 Abbott Street South Sanborn Road/East Blanco Road to
Harkins Road 40 42 40 40 1 04/22/2030
5 Airport Boulevard Skyway Boulevard to Hansen Street 45 39 40 40 2 04/23/2030 20 Casentini Street North Main Street to Rico Street 35 1 36 35 30 1 04/18/2030 27 Constitution Boulevard Independence Boulevard to East Boronda Road 40 46 45 40 1 04/08/2030 45 Romie Lane Riker Street to Abbott Street 30 35 - 30 1 04/22/2030 47 Natividad Road East Laurel Drive to East Bernal Drive 40 39 40 40 - 05/28/2030 55 Linwood Drive East Laurel Drive to East Alvin Drive 25 2 34 35 25 2 04/23/2030 63 San Juan Grade Road North Main Street to Russell Road 45 49 50 45 2 04/08/2030 109 Navajo Drive Adams Street to North Main Street 25 31 30 25 1 04/18/2030 110 Villa Street West Market Street to Central Avenue 25 26 25 25 - 05/20/2030 111 Maple Street South Main Street to Abbott Street 25 26 25 25 - 04/23/2030 112 Clay Street Iverson Street to South Main Street 25 29 30 25 2 04/28/2030 113 Lincoln Avenue West Market Street to Clay Street 25 29 30 25 2 05/06/2030 114 Salinas Street West Market Street to Clay Street 25 22 25 25 - 04/25/2030 116 Pajaro Street East Market Street to East Blanco Road 25 31 30 25 1 04/25/2030 117 Hebbron Avenue East Market Street to John Street 25 28 30 25 2 06/04/2030 118 Tyler Street East Laurel Drive to Iris Drive 25 26 25 25 - 04/28/2030 121 Los Palos Drive San Miguel Avenue to Abbott Street 25 28 30 25 2 04/22/2030 129 East Rossi Street North Main Street to Sherwood Drive 25 31 30 25 1 05/12/2030 1 Not valid posted speed limit.
2AB43 applied.

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, 2022 to December 31, 2023. For this analysis, only collisions during the 2-year period between January 1, 2022 to December 31, 2023 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 2022 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
(2020, 2021, 2022)
(Total per million vehicle miles)
2 and 3 lane 1.07
4+ lanes (undivided) 1.33
4+ lanes (divided) 0.99

Table 2: Collision Rate Summary

No. Street Segment Existing Facility Length
(mi) AADT
Collisions
(2 years)
(2022-2023)
Collision
Rate
(Acc./MVM)
Statewide
Collision
Rate
(Acc./MVM)
3 Abbott Street South Sanborn Road/East Blanco Road to
Harkins Road 4+ lanes (undivided) 0.57 22,599 4 0.43 1.33 5 Airport Boulevard Skyway Boulevard to Hansen Street 4+ lanes (undivided) 1.13 10,757 6 0.67 1.33 20 Casentini Street North Main Street to Rico Street 2 and 3 lane 0.44 4,419 6 4.23 1.07 27 Constitution Boulevard Independence Boulevard to East Boronda Road 4+ lanes (divided) 1.19 10,572 14 1.52 0.99
45 East Romie Lane Riker Street to Abbott Street 2 and 3 lane 1.41 8,168 3 0.36 1.07 47 Natividad Road East Laurel Drive to East Bernal Drive 4+ lanes (undivided) 0.47 37,082 9 0.71 1.33 55 Linwood Drive East Laurel Drive East Alvin Drive 2 and 3 lane 0.62 5,739 10 3.88 1.07 63 San Juan Grade Road North Main Street to Rusell Road 4+ lanes (divided) 1.22 7,400 8 1.21 0.99 109 Navajo Drive Adams Street to North Main Street 2 and 3 lane 0.65 1,511 4 5.58 1.07 110 Villa Street West Market Street to Central Avenue 2 and 3 lane 0.45 2,362 1 1.29 1.07 111 Maple Street South Main Street to Abbott Street 2 and 3 lane 0.60 1,381 10 16.53 1.07 112 Clay Street Iverson Street to South Main Street 2 and 3 lane 0.44 4,294 12 8.70 1.07 113 Lincoln Avenue West Market Street to Clay Street 2 and 3 lane 0.54 6,573 5 1.93 1.07 114 Salinas Street West Market Street to Clay Street 2 and 3 lane 0.50 7,853 10 3.41 1.07 116 Pajaro Street East Market Street to East Blanco Road 2 and 3 lane 1.69 6,598 30 3.69 1.07 117 Hebbron Avenue East Market Street to John Street 2 and 3 lane 0.46 4,988 3 1.79 1.07 118 Tyler Street East Laurel Drive to Iris Drive 2 and 3 lane 0.34 2,394 4 6.73 1.07 121 Los Palos Drive San Miguel Avenue to Abbott Street 2 and 3 lane 0.55 2,981 4 3.34 1.07 129 East Rossi Street North Main Street to Sherwood Drive 2 and 3 lane 0.22 12,121 1 0.51 1.07

APPENDIX A

ENGINEERING AND TRAFFIC SURVEYS

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 3,000 FeetFlat110 Feet4-Lane Major Arterial22,599 (2024)4 Collisions (2022-2023)0.43 Acc./MVM Proposed Speed Zone85th Percentile Speed40 MPH42 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:ABBOTT STREETS SANBORN RD/E BLANCO RD & HARKINS RD04/22/2025 (EXPIRES IN 2030)3 This segment of Abbott Street is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes industrial use. Speed datacollected on April 22, 2025, revealed the 85th percentile speed of 42 mph. The 10 mph pace ranges from 31 mph to 40 mph and suggests the 85th percentileis 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 of40 mph should be retained.DESCRIPTION

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

ABBOTT ST

S SANBORN RD

HARKINS RD

MERRILL ST

GROWERS ST
I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Abbott St btwn Sanborn_Blanco & Harkins 03.dwg

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVIL

E BLANCO RD
NO. 69142ADRIANA ROBLES
Direction: WBD
40 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
19 0 0.00% 0.00%
20 0 0.00% 0.00% MPH
21 0 0.00% 0.00%
22 1 2.00% 2.00%
23 0 0.00% 2.00%
24 1 2.00% 4.00%
25 2 4.00% 8.00% 27 To: 36 MPH
26 0 0.00% 8.00%
27 4 8.00% 16.00%
28 3 6.00% 22.00% MPH
29 3 6.00% 28.00% MPH
30 3 6.00% 34.00% MPH
31 2 4.00% 38.00% MPH
32 2 4.00% 42.00%
33 2 4.00% 46.00%
34 4 8.00% 54.00%
35 3 6.00% 60.00%
36 2 4.00% 64.00%
37 2 4.00% 68.00%
38 1 2.00% 70.00%
39 3 6.00% 76.00%
40 4 8.00% 84.00%
41 1 2.00% 86.00%
42 5 10.00% 96.00%
43 2 4.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 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

0.8 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Alejando M.

Comments:Abott Street
12:37
Tuesday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
28 34
Vehicles in Pace:
01:03
Sanborn Road and Harkins Road
1131 Abott Street
04/22/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

5.8 0.6758

56.0%
42 41
Standard Deviation:

No. 3
42 33.9

33.79 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 Frequency
Spot Speed, MPH
Frequency Distribution

Direction: EBD
40 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
19 1 2.00% 2.00%
20 0 0.00% 2.00% MPH
21 0 0.00% 2.00%
22 0 0.00% 2.00%
23 0 0.00% 2.00%
24 0 0.00% 2.00%
25 1 2.00% 4.00% 31 To: 40 MPH
26 0 0.00% 4.00%
27 1 2.00% 6.00%
28 1 2.00% 8.00% MPH
29 2 4.00% 12.00% MPH
30 1 2.00% 14.00% MPH
31 5 10.00% 24.00% MPH
32 2 4.00% 28.00%
33 1 2.00% 30.00%
34 5 10.00% 40.00%
35 1 2.00% 42.00%
36 1 2.00% 44.00%
37 2 4.00% 48.00%
38 3 6.00% 54.00%
39 1 2.00% 56.00%
40 5 10.00% 66.00%
41 3 6.00% 72.00%
42 2 4.00% 76.00%
43 1 2.00% 78.00%
44 3 6.00% 84.00%
45 1 2.00% 86.00%
46 1 2.00% 88.00%
47 2 4.00% 92.00%
48 1 2.00% 94.00%
49 1 2.00% 96.00%
50 0 0.00% 96.00%
51 0 0.00% 96.00%
52 0 0.00% 96.00%
53 0 0.00% 96.00%
54 0 0.00% 96.00%
55 1 2.00% 98.00%
56 0 0.00% 98.00%
57 0 0.00% 98.00%
58 0 0.00% 98.00%
59 0 0.00% 98.00%
60 0 0.00% 98.00%
61 0 0.00% 98.00%
62 0 0.00% 98.00%
63 1 2.00% 100.00%
Totals: 50 100.00%
85th Percentile Speed: 45
90th Percentile Speed: 47
Vehicles in Pace: 26
50th Percentile Speed: 38
95th Percentile Speed: 49
Standard Error of the Mean: 1.1
10 MPH Pace:

Percent in Pace: 52.0%
Standard Deviation: 7.9
Variance of the Mean: 1.2386
Data Analysis:

Time Mean Speed: 37.8
Sample Variance: 61.93
12:37 01:03
No. 3
Weather: Clear
Observer(s): Alejando M.

Between: Sanborn Road and Harkins Road
Survey Location: 1131 Abott Street
Speed Limit:

Date: 04/22/25 Tuesday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Abott Street
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

Direction: WBD/EBD
40 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
19 1 1.00% 1.00%
20 0 0.00% 1.00% MPH
21 0 0.00% 1.00%
22 1 1.00% 2.00%
23 0 0.00% 2.00%
24 1 1.00% 3.00%
25 3 3.00% 6.00% 31 To: 40 MPH
26 0 0.00% 6.00%
27 5 5.00% 11.00%
28 4 4.00% 15.00% MPH
29 5 5.00% 20.00% MPH
30 4 4.00% 24.00% MPH
31 7 7.00% 31.00% MPH
32 4 4.00% 35.00%
33 3 3.00% 38.00%
34 9 9.00% 47.00%
35 4 4.00% 51.00%
36 3 3.00% 54.00%
37 4 4.00% 58.00%
38 4 4.00% 62.00%
39 4 4.00% 66.00%
40 9 9.00% 75.00%
41 4 4.00% 79.00%
42 7 7.00% 86.00%
43 3 3.00% 89.00%
44 3 3.00% 92.00%
45 1 1.00% 93.00%
46 1 1.00% 94.00%
47 2 2.00% 96.00%
48 1 1.00% 97.00%
49 1 1.00% 98.00%
50 0 0.00% 98.00%
51 0 0.00% 98.00%
52 0 0.00% 98.00%
53 0 0.00% 98.00%
54 0 0.00% 98.00%
55 1 1.00% 99.00%
56 0 0.00% 99.00%
57 0 0.00% 99.00%
58 0 0.00% 99.00%
59 0 0.00% 99.00%
60 0 0.00% 99.00%
61 0 0.00% 99.00%
62 0 0.00% 99.00%
63 1 1.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed: 47
Abott Street
85th Percentile Speed: 42
90th Percentile Speed: 44
Vehicles in Pace: 51
50th Percentile Speed: 35
Standard Error of the Mean: 0.7
10 MPH Pace:

Percent in Pace: 51.0%
Standard Deviation: 7.2
Variance of the Mean: 0.5114
Data Analysis:

Time Mean Speed: 35.9
Sample Variance: 51.14
Street: Comments:

Between: Sanborn Road and Harkins Road
Weather: Clear
Observer(s): Alejando M.

No. 3
Survey Location: 1131 Abott Street
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/22/25 Tuesday
12:37 01:03
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

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 6,000 FeetFlat64 Feet4-Lane Minor Arterial10,757 (2024)6 Collisions (2022-2023)0.67 Acc./MVM Proposed Speed Zone85th Percentile Speed40 MPH39 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:AIRPORT BOULEVARDSKYWAY BLVD & HANSEN ST04/23/2025 (EXPIRES IN 2030)5

DESCRIPTION

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP
This segment of Airport Boulevard is classified as a collector in the City of Salinas General Plan. The surrounding land use includes industrial and business park use.Speed data collected on April 23, 2025, revealed the 85th percentile speed of 39 mph. The 10 mph pace ranges from 30 mph to 39 mph and suggests the 85thpercentile is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded up, the existing speed limit of 45 mphshould be reduced to 40 mph.

I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Airport Blvd btwn Skyway & Hansen 05.dwg

AIRPORT BLVD

MOFFETT STROY DIAZ ST

HANSEN ST

SKYWAY BLVD
HWY 101

MUNICIPALAIRPORT

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
Direction: WBD
45 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 0 0.00% 0.00%
27 0 0.00% 0.00%
28 0 0.00% 0.00%
29 5 10.00% 10.00%
30 9 18.00% 28.00%
31 2 4.00% 32.00%
32 5 10.00% 42.00%
33 2 4.00% 46.00%
34 2 4.00% 50.00%
35 6 12.00% 62.00%
36 5 10.00% 72.00%
37 7 14.00% 86.00%
38 2 4.00% 90.00%
39 2 4.00% 94.00%
40 3 6.00% 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:

Sean L. & Eva H.

Comments:Airport Boulevard
03:36
Wednesday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
43 34
Vehicles in Pace:
03:52
Skyway Boulevard & Hansen Street
Airport Blvd & Mercer Wy
04/23/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.5 0.2398

86.0%
40 37
Standard Deviation:

No. 5
38 33.9

11.99 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

Direction: EBD
45 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 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00%
28 0 0.00% 0.00%
29 0 0.00% 0.00%
30 2 4.00% 4.00%
31 2 4.00% 8.00%
32 3 6.00% 14.00%
33 4 8.00% 22.00%
34 2 4.00% 26.00%
35 7 14.00% 40.00%
36 1 2.00% 42.00%
37 7 14.00% 56.00%
38 6 12.00% 68.00%
39 5 10.00% 78.00%
40 3 6.00% 84.00%
41 3 6.00% 90.00%
42 5 10.00% 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: 41
90th Percentile Speed: 41
Vehicles in Pace: 43
50th Percentile Speed: 37
95th Percentile Speed: 42
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 86.0%
Standard Deviation: 3.4
Variance of the Mean: 0.2354
Data Analysis:

Time Mean Speed: 36.7
Sample Variance: 11.77
03:36 03:52
No. 5
Weather: Sunny
Observer(s): Sean L. & Eva H.

Between: Skyway Boulevard & Hansen Street
Survey Location: Airport Blvd & Mercer Wy
Speed Limit:

Date: 04/23/25 Wednesday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Airport Boulevard
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

Direction: WBD/EBD
45 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% 30 To: 39 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 0 0.00% 0.00%
29 5 5.00% 5.00%
30 11 11.00% 16.00%
31 4 4.00% 20.00%
32 8 8.00% 28.00%
33 6 6.00% 34.00%
34 4 4.00% 38.00%
35 13 13.00% 51.00%
36 6 6.00% 57.00%
37 14 14.00% 71.00%
38 8 8.00% 79.00%
39 7 7.00% 86.00%
40 6 6.00% 92.00%
41 3 3.00% 95.00%
42 5 5.00% 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: 41
Airport Boulevard
85th Percentile Speed: 39
90th Percentile Speed: 40
Vehicles in Pace: 81
50th Percentile Speed: 35
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 81.0%
Standard Deviation: 3.7
Variance of the Mean: 0.1374
Data Analysis:

Time Mean Speed: 35.3
Sample Variance: 13.74
Street: Comments:

Between: Skyway Boulevard & Hansen Street
Weather: Sunny
Observer(s): Sean L. & Eva H.

No. 5
Survey Location: E/O Rider Avenue
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/23/25 Wednesday
03:36 03:52
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

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 2,350 FeetFlat44 Feet2-Lane Collector4,419 (2025)6 Collisions (2022-2023)4.23 Acc./MVM Proposed Speed Zone85th Percentile Speed30 MPH36 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:CASENTINI STREETN MAIN ST & RICO ST04/18/2025 (EXPIRES IN 2030)20 This segment of Casentini Street is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential andcommercial areas. Speed data collected April 18, 2025 revealed a 85th percentile of 36 mph. The 10 mph pace ranges from 26 mph to 35 mph and suggeststhe 85th percentile is above this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded down and reducedby 5 mph per MUTCD option 1, the existing posted speed limit of 35 mph should be reduced to 30 mph.DESCRIPTION

SPEED SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOP
I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Casentini St btwn N Main & Rico 20.dwg STOP
n main st
rico stcasentini st

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
Direction: WBD
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 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 2 4.00% 4.00%
27 1 2.00% 6.00%
28 1 2.00% 8.00%
29 5 10.00% 18.00%
30 3 6.00% 24.00%
31 5 10.00% 34.00%
32 6 12.00% 46.00%
33 7 14.00% 60.00%
34 5 10.00% 70.00%
35 4 8.00% 78.00%
36 4 8.00% 86.00%
37 1 2.00% 88.00%
38 1 2.00% 90.00%
39 2 4.00% 94.00%
40 2 4.00% 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%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.6 0.2546

82.0%
40 36
Standard Deviation:

No. 20
38 33.0

12.73 Variance of the Mean:

Speed Limit:

Date:

CITY OF SALINAS
41 33
Vehicles in Pace:
04:00
N Main St & Rico St
303 Casentini St
04/18/25
Street:

Between:

Survey Location:

Data Analysis:

Sunny

0.5 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Sean L. & Eva H.

Comments:Casentini St
03:33
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
8 Frequency
Spot Speed, MPH
Frequency Distribution

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% 26 To: 35 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 6 12.00% 12.00%
27 1 2.00% 14.00%
28 2 4.00% 18.00%
29 5 10.00% 28.00%
30 4 8.00% 36.00%
31 7 14.00% 50.00%
32 5 10.00% 60.00%
33 7 14.00% 74.00%
34 2 4.00% 78.00%
35 5 10.00% 88.00%
36 4 8.00% 96.00%
37 1 2.00% 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

CITY OF SALINAS
Casentini St Street: Comments:

Weather: Sunny
Observer(s): Sean L. & Eva H.

Between: N Main St & Rico St
Survey Location: 303 Casentini St
Speed Limit:

Date: 04/18/25 Friday
Data Analysis:

Time Mean Speed: 31.5
Sample Variance: 10.46
03:33 04:00
No. 20
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 88.0%
Standard Deviation: 3.2
Variance of the Mean: 0.2092
85th Percentile Speed: 35
90th Percentile Speed: 36
Vehicles in Pace: 44
50th Percentile Speed: 31
95th Percentile Speed: 36
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

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% 26 To: 35 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 8 8.00% 8.00%
27 2 2.00% 10.00%
28 3 3.00% 13.00%
29 10 10.00% 23.00%
30 7 7.00% 30.00%
31 12 12.00% 42.00%
32 11 11.00% 53.00%
33 14 14.00% 67.00%
34 7 7.00% 74.00%
35 9 9.00% 83.00%
36 8 8.00% 91.00%
37 2 2.00% 93.00%
38 2 2.00% 95.00%
39 2 2.00% 97.00%
40 2 2.00% 99.00%
41 1 1.00% 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): Sean L. & Eva H.

No. 20
Survey Location: 303 Casentini St
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/18/25 Friday
03:33 04:00
Data Analysis:

Time Mean Speed: 32.2
Sample Variance: 12.03
Street: Comments:

Between: N Main St & Rico St
Weather: Sunny
95th Percentile Speed: 38
Casentini St
85th Percentile Speed: 36
90th Percentile Speed: 36
Vehicles in Pace: 83
50th Percentile Speed: 32
Standard Error of the Mean: 0.3
10 MPH Pace:

Percent in Pace: 83.0%
Standard Deviation: 3.5
Variance of the Mean: 0.1203
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

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 6,300 FeetFlat87 Feet4-Lane Minor Arterial10,572 (2024)14 Collisions (2022-2023)1.52 Acc./MVM Proposed Speed Zone85th Percentile Speed40 MPH46 MPH
AREACOMMENTS:

STREET:BETWEEN:SURVEY DATE:CONSTITUTION BOULEVARDINDEPENDENCE BLVD & BORONDA RD04/08/2025 (EXPIRES IN 2030)27 This segment of Constitution Boulevard is classified as a minor arterial in the City of Salinas General Plan. The surrounding land use includes backing residentialhomes, retail, and park use. Speed data collected on April 8, 2025, revealed the 85th percentile speed of 46 mph. The 10 mph pace ranges from 36 mph to45 mph and suggests the 85th percentile is above this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speedsrounded down and reduced by 5 mph per MUTCD option 1, the existing posted speed limit of 40 mph should be retained.DESCRIPTION

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP
I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Constitution Blvd btwn Independence & Boronda 27.dwg

CONSTITUTION BLVD

INDEPENDENCE BLVD

BEACON HILL DR

BEACON HILL DR

E BORONDA RD

CAPE COD WY

BUNKER HILL WY

NANTUCKET BLVD

REGISTERED PROFESSIONAL ENGINEER

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

Hours: From: To:

MPH Frequency Percent Cumulative
%
30 0 0.00% 0.00%
31 1 2.00% 2.00% MPH
32 1 2.00% 4.00%
33 2 4.00% 8.00%
34 3 6.00% 14.00%
35 3 6.00% 20.00%
36 2 4.00% 24.00% 35 To: 44 MPH
37 3 6.00% 30.00%
38 4 8.00% 38.00%
39 5 10.00% 48.00% MPH
40 3 6.00% 54.00% MPH
41 1 2.00% 56.00% MPH
42 3 6.00% 62.00% MPH
43 2 4.00% 66.00%
44 4 8.00% 74.00%
45 2 4.00% 78.00%
46 2 4.00% 82.00%
47 1 2.00% 84.00%
48 3 6.00% 90.00%
49 0 0.00% 90.00%
50 1 2.00% 92.00%
51 2 4.00% 96.00%
52 1 2.00% 98.00%
53 1 2.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

5.7 0.6442

60.0%
51 48
Standard Deviation:

No. 27
48 40.9

32.21 Variance of the Mean:

Speed Limit:

Date:

CITY OF SALINAS
30 40
Vehicles in Pace:
02:19
Independence Boulevard and Boronda Road
Constitution Boulevard @ Las Casitas Drive
04/08/25
Street:

Between:

Survey Location:

Data Analysis:

Clear

0.8 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Alejandro M.

Comments:Constitution Boulevard
01:43
Tuesday
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

Direction: SBD
40 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
30 1 2.00% 2.00%
31 1 2.00% 4.00% MPH
32 1 2.00% 6.00%
33 1 2.00% 8.00%
34 2 4.00% 12.00%
35 1 2.00% 14.00%
36 2 4.00% 18.00% 36 To: 45 MPH
37 1 2.00% 20.00%
38 1 2.00% 22.00%
39 5 10.00% 32.00% MPH
40 5 10.00% 42.00% MPH
41 5 10.00% 52.00% MPH
42 5 10.00% 62.00% MPH
43 2 4.00% 66.00%
44 6 12.00% 78.00%
45 4 8.00% 86.00%
46 1 2.00% 88.00%
47 2 4.00% 92.00%
48 0 0.00% 92.00%
49 1 2.00% 94.00%
50 0 0.00% 94.00%
51 1 2.00% 96.00%
52 1 2.00% 98.00%
53 0 0.00% 98.00%
54 0 0.00% 98.00%
55 0 0.00% 98.00%
56 0 0.00% 98.00%
57 0 0.00% 98.00%
58 0 0.00% 98.00%
59 1 2.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 0 0.00% 100.00%
Totals: 50 100.00%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Constitution BoulevardStreet: Comments:

Weather: Clear
Observer(s): Alejandro M.

Between: Independence Boulevard and Boronda Road
Survey Location: Constitution Boulevard @ Las Casitas Drive Speed Limit:

Date: 04/08/25 Tuesday
Data Analysis:

Time Mean Speed: 41.3
Sample Variance: 29.21
01:43 02:19
No. 27
Standard Error of the Mean: 0.8
10 MPH Pace:

Percent in Pace: 72.0%
Standard Deviation: 5.4
Variance of the Mean: 0.5842
85th Percentile Speed: 45
90th Percentile Speed: 47
Vehicles in Pace: 36
50th Percentile Speed: 41
95th Percentile Speed: 51
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

Direction: NBD/SBD
40 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
30 1 1.00% 1.00%
31 2 2.00% 3.00% MPH
32 2 2.00% 5.00%
33 3 3.00% 8.00%
34 5 5.00% 13.00%
35 4 4.00% 17.00%
36 4 4.00% 21.00% 36 To: 45 MPH
37 4 4.00% 25.00%
38 5 5.00% 30.00%
39 10 10.00% 40.00% MPH
40 8 8.00% 48.00% MPH
41 6 6.00% 54.00% MPH
42 8 8.00% 62.00% MPH
43 4 4.00% 66.00%
44 10 10.00% 76.00%
45 6 6.00% 82.00%
46 3 3.00% 85.00%
47 3 3.00% 88.00%
48 3 3.00% 91.00%
49 1 1.00% 92.00%
50 1 1.00% 93.00%
51 3 3.00% 96.00%
52 2 2.00% 98.00%
53 1 1.00% 99.00%
54 0 0.00% 99.00%
55 0 0.00% 99.00%
56 0 0.00% 99.00%
57 0 0.00% 99.00%
58 0 0.00% 99.00%
59 1 1.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 0 0.00% 100.00%
Totals: 100 100.00%
Observer(s): Alejandro M.

No. 27
Survey Location: Constitution Boulevard @ Las Casitas Drive Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/08/25 Tuesday
01:43 02:19
Data Analysis:

Time Mean Speed: 41.1
Sample Variance: 30.45
Street: Comments:

Between: Independence Boulevard and Boronda Road
Weather: Clear
95th Percentile Speed: 51
Constitution Boulevard
85th Percentile Speed: 46
90th Percentile Speed: 48
Vehicles in Pace: 65
50th Percentile Speed: 41
Standard Error of the Mean: 0.6
10 MPH Pace:

Percent in Pace: 65.0%
Standard Deviation: 5.5
Variance of the Mean: 0.3045
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

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 7,450 FeetFlatVaries (46 to 62 Feet)4-Lane Minor Arterial8,168 (2023)3 Collisions (2022-2023)0.36 Acc./MVM Proposed Speed Zone85th Percentile Speed30 MPH35 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:ROMIE LANERIKER ST & ABBOTT ST04/22/2025 (EXPIRES IN 2030)45 This segment of Romie Lane is classified as a minor arterial in the City of Salinas General Plan. The surrounding land use includes residential homes, retail,office, hospital, and park use. Speed data collected on April 22, 2025, revealed the 85th percentile speed of 35 mph. The 10 mph pace ranges from 26 mphto 35 mph and suggests the 85th percentile is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speedsreduced by 5 mph per MUTCD option 1, the existing posted speed limit of 30 mph should be retained.DESCRIPTION

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP
I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Romie Ln btwn Riker & Abbott 45.dwg

E ROMIE LN

ABBOTT ST

RIKER ST

S MAIN ST

PAJARO ST

CALIFORNIA ST

ALAMEDA AVE

LOS PALOS DR

WILGART WY

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
Direction: WBD
30 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
21 1 2.00% 2.00%
22 2 4.00% 6.00% MPH
23 1 2.00% 8.00%
24 0 0.00% 8.00%
25 3 6.00% 14.00%
26 5 10.00% 24.00%
27 1 2.00% 26.00% 25 To: 34 MPH
28 3 6.00% 32.00%
29 4 8.00% 40.00%
30 6 12.00% 52.00% MPH
31 1 2.00% 54.00% MPH
32 4 8.00% 62.00% MPH
33 7 14.00% 76.00% MPH
34 2 4.00% 80.00%
35 3 6.00% 86.00%
36 3 6.00% 92.00%
37 1 2.00% 94.00%
38 0 0.00% 94.00%
39 1 2.00% 96.00%
40 0 0.00% 96.00%
41 0 0.00% 96.00%
42 1 2.00% 98.00%
43 0 0.00% 98.00%
44 0 0.00% 98.00%
45 1 2.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 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

0.7 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Alejando M.

Comments:E Romie Lane
01:13
Tuesday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
36 30
Vehicles in Pace:
01:38
Riker Street and Abott Street
242 E Romie Lane
04/22/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

5.0 0.4934

72.0%
39 35
Standard Deviation:

No. 45
36 30.7

24.67 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 Frequency
Spot Speed, MPH
Frequency Distribution

Direction: EBD
30 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
21 0 0.00% 0.00%
22 1 2.00% 2.00% MPH
23 2 4.00% 6.00%
24 1 2.00% 8.00%
25 0 0.00% 8.00%
26 2 4.00% 12.00%
27 1 2.00% 14.00% 26 To: 35 MPH
28 6 12.00% 26.00%
29 3 6.00% 32.00%
30 7 14.00% 46.00% MPH
31 6 12.00% 58.00% MPH
32 5 10.00% 68.00% MPH
33 3 6.00% 74.00% MPH
34 3 6.00% 80.00%
35 4 8.00% 88.00%
36 1 2.00% 90.00%
37 1 2.00% 92.00%
38 1 2.00% 94.00%
39 1 2.00% 96.00%
40 1 2.00% 98.00%
41 0 0.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
Totals: 50 100.00%
85th Percentile Speed: 35
90th Percentile Speed: 36
Vehicles in Pace: 40
50th Percentile Speed: 31
95th Percentile Speed: 39
Standard Error of the Mean: 0.6
10 MPH Pace:

Percent in Pace: 80.0%
Standard Deviation: 4.3
Variance of the Mean: 0.3686
Data Analysis:

Time Mean Speed: 31.1
Sample Variance: 18.43
01:13 01:38
No. 45
Weather: Clear
Observer(s): Alejando M.

Between: Riker Street and Abott Street
Survey Location: 242 E Romie Lane
Speed Limit:

Date: 04/22/25 Tuesday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
E Romie Lane
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

Direction: WBD/EBD
30 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
21 1 1.00% 1.00%
22 3 3.00% 4.00% MPH
23 3 3.00% 7.00%
24 1 1.00% 8.00%
25 3 3.00% 11.00%
26 7 7.00% 18.00%
27 2 2.00% 20.00% 26 To: 35 MPH
28 9 9.00% 29.00%
29 7 7.00% 36.00%
30 13 13.00% 49.00% MPH
31 7 7.00% 56.00% MPH
32 9 9.00% 65.00% MPH
33 10 10.00% 75.00% MPH
34 5 5.00% 80.00%
35 7 7.00% 87.00%
36 4 4.00% 91.00%
37 2 2.00% 93.00%
38 1 1.00% 94.00%
39 2 2.00% 96.00%
40 1 1.00% 97.00%
41 0 0.00% 97.00%
42 1 1.00% 98.00%
43 1 1.00% 99.00%
44 0 0.00% 99.00%
45 1 1.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed: 39
E Romie Lane
85th Percentile Speed: 35
90th Percentile Speed: 36
Vehicles in Pace: 76
50th Percentile Speed: 31
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 76.0%
Standard Deviation: 4.6
Variance of the Mean: 0.2138
Data Analysis:

Time Mean Speed: 30.9
Sample Variance: 21.38
Street: Comments:

Between: Riker Street and Abott Street
Weather: Clear
Observer(s): Alejando M.

No. 45
Survey Location: 242 E Romie Lane
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/22/25 Tuesday
01:13 01:38
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

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 2,450 FeetFlatVaries (50 to 88 Feet)4-Lane Major Arterial37,082 (2025)9 Collisions (2022-2023)0.72 Acc./MVM Proposed Speed Zone85th Percentile Speed40 MPH39 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:NATIVIDAD ROADE LAUREL DR & E BERNAL DR05/28/2025 (EXPIRES IN 2030)47 This segment of Natividad Road is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes fronting and backingresidential homes and commercial businesses. Speed data collected on May 28, 2025, revealed the 85th percentile speed of 39 mph. The 10 mph paceranges from 28 mph to 37 mph and suggests the 85th percentile is above this range. Based on the surrounding land use, the 10 mph pace range, and theprevailing speeds rounded up, the existing posted speed limit of 40 mph should be retained.DESCRIPTION

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOP
I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Natividad Rd btwn Laurel & Bernal 47.dwg STOP

NATIVIDAD RD

E BERNAL DR

SORRENTINI DR

E LAUREL DR

SHERWOOD DR

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
Direction: NBD
40 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 0 0.00% 0.00%
27 0 0.00% 0.00%
28 1 2.00% 2.00%
29 0 0.00% 2.00%
30 2 4.00% 6.00%
31 5 10.00% 16.00%
32 4 8.00% 24.00%
33 5 10.00% 34.00%
34 1 2.00% 36.00%
35 6 12.00% 48.00%
36 5 10.00% 58.00%
37 4 8.00% 66.00%
38 2 4.00% 70.00%
39 2 4.00% 74.00%
40 5 10.00% 84.00%
41 2 4.00% 88.00%
42 2 4.00% 92.00%
43 0 0.00% 92.00%
44 1 2.00% 94.00%
45 2 4.00% 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

4.4 0.3908

78.0%
45 41
Standard Deviation:

No. 47
42 36.2

19.54 Variance of the Mean:

Speed Limit:

Date:

CITY OF SALINAS
39 36
Vehicles in Pace:
02:28
E Bernal Dr & E Laurel Dr
1 Lunsford Dr
05/28/25
Street:

Between:

Survey Location:

Data Analysis:

Cloudy

0.6 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Rodolfo C
Comments:Natividad Road
01:55
Wednesday
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

Direction: SBD
40 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 1 2.00% 2.00%
25 1 2.00% 4.00%
26 0 0.00% 4.00%
27 1 2.00% 6.00%
28 3 6.00% 12.00%
29 5 10.00% 22.00%
30 4 8.00% 30.00%
31 2 4.00% 34.00%
32 5 10.00% 44.00%
33 5 10.00% 54.00%
34 6 12.00% 66.00%
35 4 8.00% 74.00%
36 6 12.00% 86.00%
37 3 6.00% 92.00%
38 2 4.00% 96.00%
39 1 2.00% 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
Natividad RoadStreet: Comments:

Weather: Cloudy
Observer(s): Rodolfo C
Between: E Bernal Dr & E Laurel Dr
Survey Location: 1 Lunsford Dr
Speed Limit:

Date: 05/28/25 Wednesday
Data Analysis:

Time Mean Speed: 32.8
Sample Variance: 13.08
01:55 02:28
No. 47
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 86.0%
Standard Deviation: 3.6
Variance of the Mean: 0.2616
85th Percentile Speed: 36
90th Percentile Speed: 37
Vehicles in Pace: 43
50th Percentile Speed: 33
95th Percentile Speed: 38
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

Direction: NBD/SBD
40 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 1 1.00% 1.00%
25 1 1.00% 2.00%
26 0 0.00% 2.00%
27 1 1.00% 3.00%
28 4 4.00% 7.00%
29 5 5.00% 12.00%
30 6 6.00% 18.00%
31 7 7.00% 25.00%
32 9 9.00% 34.00%
33 10 10.00% 44.00%
34 7 7.00% 51.00%
35 10 10.00% 61.00%
36 11 11.00% 72.00%
37 7 7.00% 79.00%
38 4 4.00% 83.00%
39 3 3.00% 86.00%
40 6 6.00% 92.00%
41 2 2.00% 94.00%
42 2 2.00% 96.00%
43 0 0.00% 96.00%
44 1 1.00% 97.00%
45 2 2.00% 99.00%
46 0 0.00% 99.00%
47 1 1.00% 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
No. 47
Survey Location: 1 Lunsford Dr
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 05/28/25 Wednesday
01:55 02:28
Data Analysis:

Time Mean Speed: 34.5
Sample Variance: 19.10
Street: Comments:

Between: E Bernal Dr & E Laurel Dr
Weather: Cloudy
95th Percentile Speed: 42
Natividad Road
85th Percentile Speed: 39
90th Percentile Speed: 40
Vehicles in Pace: 76
50th Percentile Speed: 34
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 76.0%
Standard Deviation: 4.4
Variance of the Mean: 0.1910
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

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 3,250 FeetFlatVaries (43 to 63 Feet)2-Lane Collector5,739 (2025)10 Collisions (2022-2023)3.88 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH34 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:LINWOOD DRIVEE LAUREL DR & E ALVIN DR04/23/2025 (EXPIRES IN 2030)55 This segment of Linwood Drive is classified as collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homes and aschool. Speed data collected April 23, 2025 revealed the 85th percentile speed of 34 mph. The 10 mph pace ranges from 27 mph to 36 mph and suggeststhe 85th percentile is within this range. Based on the surrounding land use, the 10 mph pace range, the prevailing speeds rounded up and reduced by 5 mphper MUTCD option 2, and following the implementation of Assembly Bill No. 43, authorizing local authority to further reduce speed limits by 5 mph if theroadway is adjacent to high concentration of bicyclists and pedestrians, the existing posted speed limit of 25 mph should be established.DESCRIPTION

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOP
I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Linwood Dr btwn Laurel & Alvin 55.dwg STOP
LINWOOD DR15 MPHSCHOOL ZONE15 MPHSCHOOL ZONE

CHAPARRAL ST

E LAUREL DR

E ALVIN DR

VALLEJO STCABRILLO AVEELWOOD DR

RAINIER DR

PIKE WY EL GABILANELEMENTARYSCHOOLSEQUOIA ST

REATA ST

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% 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 0 0.00% 0.00% MPH
23 1 2.00% 2.00%
24 3 6.00% 8.00%
25 1 2.00% 10.00%
26 1 2.00% 12.00%
27 7 14.00% 26.00%
28 9 18.00% 44.00%
29 2 4.00% 48.00%
30 6 12.00% 60.00%
31 5 10.00% 70.00%
32 4 8.00% 78.00%
33 2 4.00% 82.00%
34 3 6.00% 88.00%
35 2 4.00% 92.00%
36 4 8.00% 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

0.5 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Sean L. & Eva H.

Comments:Linwood Drive
04:16
Wednesday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
44 30
Vehicles in Pace:
04:32
E. Laurel Drive & E. Alvin Drive
1434 Linwood Drive
04/23/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.4 0.2360

88.0%
36 34
Standard Deviation:

No. 55
35 29.8

11.80 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

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% 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 0 0.00% 0.00%
24 3 6.00% 6.00%
25 5 10.00% 16.00%
26 2 4.00% 20.00%
27 2 4.00% 24.00%
28 9 18.00% 42.00%
29 4 8.00% 50.00%
30 4 8.00% 58.00%
31 6 12.00% 70.00%
32 3 6.00% 76.00%
33 2 4.00% 80.00%
34 4 8.00% 88.00%
35 4 8.00% 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%
85th Percentile Speed: 34
90th Percentile Speed: 35
Vehicles in Pace: 41
50th Percentile Speed: 29
95th Percentile Speed: 35
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 82.0%
Standard Deviation: 3.5
Variance of the Mean: 0.2414
Data Analysis:

Time Mean Speed: 29.7
Sample Variance: 12.07
04:16 04:32
No. 55
Weather: Sunny
Observer(s): Sean L. & Eva H.

Between: E. Laurel Drive & E. Alvin Drive
Survey Location: 1434 Linwood Drive
Speed Limit:

Date: 04/23/25 Wednesday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Linwood Drive
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

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% 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 0 0.00% 0.00% MPH
23 1 1.00% 1.00%
24 6 6.00% 7.00%
25 6 6.00% 13.00%
26 3 3.00% 16.00%
27 9 9.00% 25.00%
28 18 18.00% 43.00%
29 6 6.00% 49.00%
30 10 10.00% 59.00%
31 11 11.00% 70.00%
32 7 7.00% 77.00%
33 4 4.00% 81.00%
34 7 7.00% 88.00%
35 6 6.00% 94.00%
36 6 6.00% 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: 36
Linwood Drive
85th Percentile Speed: 34
90th Percentile Speed: 35
Vehicles in Pace: 84
50th Percentile Speed: 30
Standard Error of the Mean: 0.3
10 MPH Pace:

Percent in Pace: 84.0%
Standard Deviation: 3.4
Variance of the Mean: 0.1182
Data Analysis:

Time Mean Speed: 29.8
Sample Variance: 11.82
Street: Comments:

Between: E. Laurel Drive & E. Alvin Drive
Weather: Sunny
Observer(s): Sean L. & Eva H.

No. 55
Survey Location: 1434 Linwood Drive
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/23/25 Wednesday
04:16 04:32
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 18
20Frequency
Spot Speed, MPH
Frequency Distribution

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 6,450 FeetFlatVaries (40 to 80 Feet)2/4-Lane Major Arterial7,400 (2024)8 Collisions (2022-2023)1.21 Acc./MVM Proposed Speed Zone85th Percentile Speed45 MPH49 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:SAN JUAN GRADE ROADN MAIN ST & RUSSELL RD04/08/2025 (EXPIRES IN 2030)63 This segment of San Juan Grade Road is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes backing andfronting residential homes, retail, office, and agricultural use. Speed data collected on April 8, 2025, revealed the 85th percentile speed of 49 mph. The 10mph pace ranges from 37 mph to 46 mph and suggests that the 85th percentile is above this range. Based on the surrounding land use, the 10 mphpace range, and the prevailing speeds rounded up and reduced by 5 mph per MUTCD option 2, the existing posted speed limit of 45 mph should beretained.DESCRIPTION

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOP
I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\San Juan Grade Rd btwn N Main & Russell 63.dwg STOP

N MAIN ST

SAN JUAN GRADE RD

RUSSELL RD

E BORONDA RD

VAN BUREN AVE

REGISTERED PROFESSIONAL ENGINEER

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

Hours: From: To:

MPH Frequency Percent Cumulative
%
30 0 0.00% 0.00%
31 0 0.00% 0.00% MPH
32 1 2.00% 2.00%
33 0 0.00% 2.00%
34 0 0.00% 2.00%
35 1 2.00% 4.00%
36 3 6.00% 10.00% 38 To: 47 MPH
37 1 2.00% 12.00%
38 4 8.00% 20.00%
39 0 0.00% 20.00% MPH
40 2 4.00% 24.00% MPH
41 1 2.00% 26.00% MPH
42 3 6.00% 32.00% MPH
43 5 10.00% 42.00%
44 5 10.00% 52.00%
45 2 4.00% 56.00%
46 6 12.00% 68.00%
47 2 4.00% 72.00%
48 2 4.00% 76.00%
49 2 4.00% 80.00%
50 2 4.00% 84.00%
51 1 2.00% 86.00%
52 2 4.00% 90.00%
53 1 2.00% 92.00%
54 1 2.00% 94.00%
55 1 2.00% 96.00%
56 1 2.00% 98.00%
57 0 0.00% 98.00%
58 0 0.00% 98.00%
59 0 0.00% 98.00%
60 0 0.00% 98.00%
61 0 0.00% 98.00%
62 0 0.00% 98.00%
63 0 0.00% 98.00%
64 0 0.00% 98.00%
65 0 0.00% 98.00%
66 0 0.00% 98.00%
67 0 0.00% 98.00%
68 0 0.00% 98.00%
69 0 0.00% 98.00%
70 1 2.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 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

0.9 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Alejandro M.

Comments:San Juan Grade Road
02:52
Tuesday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
30 44
Vehicles in Pace:
03:27
N. Main Street and Russel Road
San Juan Grade @ Van Buren Ave
04/08/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

6.6 0.8686

60.0%
55 51
Standard Deviation:

No. 63
52 44.9

43.43 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

Direction: SBD
45 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
30 1 2.00% 2.00%
31 0 0.00% 2.00% MPH
32 0 0.00% 2.00%
33 0 0.00% 2.00%
34 1 2.00% 4.00%
35 1 2.00% 6.00%
36 1 2.00% 8.00% 37 To: 46 MPH
37 3 6.00% 14.00%
38 1 2.00% 16.00%
39 5 10.00% 26.00% MPH
40 2 4.00% 30.00% MPH
41 2 4.00% 34.00% MPH
42 1 2.00% 36.00% MPH
43 6 12.00% 48.00%
44 6 12.00% 60.00%
45 2 4.00% 64.00%
46 5 10.00% 74.00%
47 0 0.00% 74.00%
48 4 8.00% 82.00%
49 4 8.00% 90.00%
50 1 2.00% 92.00%
51 0 0.00% 92.00%
52 2 4.00% 96.00%
53 0 0.00% 96.00%
54 1 2.00% 98.00%
55 0 0.00% 98.00%
56 0 0.00% 98.00%
57 0 0.00% 98.00%
58 0 0.00% 98.00%
59 0 0.00% 98.00%
60 1 2.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 0 0.00% 100.00%
Totals: 50 100.00%
85th Percentile Speed: 49
90th Percentile Speed: 49
Vehicles in Pace: 33
50th Percentile Speed: 44
95th Percentile Speed: 52
Standard Error of the Mean: 0.8
10 MPH Pace:

Percent in Pace: 66.0%
Standard Deviation: 5.5
Variance of the Mean: 0.6154
Data Analysis:

Time Mean Speed: 43.6
Sample Variance: 30.77
02:52 03:27
No. 63
Weather: Clear
Observer(s): Alejandro M.

Between: N. Main Street and Russel Road
Survey Location: San Juan Grade @ Van Buren Ave
Speed Limit:

Date: 04/08/25 Tuesday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
San Juan Grade Road
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

Direction: NBD/SBD
45 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
30 1 1.00% 1.00%
31 0 0.00% 1.00% MPH
32 1 1.00% 2.00%
33 0 0.00% 2.00%
34 1 1.00% 3.00%
35 2 2.00% 5.00%
36 4 4.00% 9.00% 37 To: 46 MPH
37 4 4.00% 13.00%
38 5 5.00% 18.00%
39 5 5.00% 23.00% MPH
40 4 4.00% 27.00% MPH
41 3 3.00% 30.00% MPH
42 4 4.00% 34.00% MPH
43 11 11.00% 45.00%
44 11 11.00% 56.00%
45 4 4.00% 60.00%
46 11 11.00% 71.00%
47 2 2.00% 73.00%
48 6 6.00% 79.00%
49 6 6.00% 85.00%
50 3 3.00% 88.00%
51 1 1.00% 89.00%
52 4 4.00% 93.00%
53 1 1.00% 94.00%
54 2 2.00% 96.00%
55 1 1.00% 97.00%
56 1 1.00% 98.00%
57 0 0.00% 98.00%
58 0 0.00% 98.00%
59 0 0.00% 98.00%
60 1 1.00% 99.00%
61 0 0.00% 99.00%
62 0 0.00% 99.00%
63 0 0.00% 99.00%
64 0 0.00% 99.00%
65 0 0.00% 99.00%
66 0 0.00% 99.00%
67 0 0.00% 99.00%
68 0 0.00% 99.00%
69 0 0.00% 99.00%
70 1 1.00% 100.00%
71 0 0.00% 100.00%
72 0 0.00% 100.00%
73 0 0.00% 100.00%
74 0 0.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed: 54
San Juan Grade Road
85th Percentile Speed: 49
90th Percentile Speed: 52
Vehicles in Pace: 62
50th Percentile Speed: 44
Standard Error of the Mean: 0.6
10 MPH Pace:

Percent in Pace: 62.0%
Standard Deviation: 6.1
Variance of the Mean: 0.3711
Data Analysis:

Time Mean Speed: 44.2
Sample Variance: 37.11
Street: Comments:

Between: N. Main Street and Russel Road
Weather: Clear
Observer(s): Alejandro M.

No. 63
Survey Location: San Juan Grade @ Van Buren Ave
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/08/25 Tuesday
02:52 03:27
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

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 3,400 FeetFlatVaries (34 to 40 Feet)2-Lane Collector1,511 (2024)4 Collisions (2022-2023)5.58 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH31 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:NAVAJO DRIVEADAMS ST & N MAIN ST04/18/2025 (EXPIRES 2030)109 This segment of Navajo Drive is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homesand retail use. Speed data collected on April 18, 2025, revealed the 85th percentile speed of 31 mph. The 10 mph pace ranges from 23 mph to 32mph and suggests the 85th percentile is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speedrounded down and reduced by 5 mph per MUTCD option 1, the existing posted speed limit of 25 mph should be retained.DESCRIPTION

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOP
I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Navajo Dr btwn Adams and N Main 109.dwg STOP

NAVAJO DR

ADAMS ST
N 1ST ST

N MAIN ST

MOHAWK AVE

W CURTIS ST

BOEING AVE

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
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 2 4.00% 4.00% MPH
22 3 6.00% 10.00% MPH
23 4 8.00% 18.00%
24 5 10.00% 28.00%
25 6 12.00% 40.00%
26 3 6.00% 46.00%
27 3 6.00% 52.00%
28 6 12.00% 64.00%
29 6 12.00% 76.00%
30 3 6.00% 82.00%
31 5 10.00% 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

3.3 0.2210

88.0%
32 31
Standard Deviation:

No. 109
31 26.9

11.05 Variance of the Mean:

Speed Limit:

Date:

CITY OF SALINAS
44 27
Vehicles in Pace:
04:48
Adams Street & N Main Street
N First Street btwn Mohawk Avenue
04/18/25
Street:

Between:

Survey Location:

Data Analysis:

Sunny

0.5 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Sean L. & Eva H.

Comments:Navajo Drive
04:00
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

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 0 0.00% 0.00% MPH
23 6 12.00% 12.00%
24 5 10.00% 22.00%
25 4 8.00% 30.00%
26 5 10.00% 40.00%
27 5 10.00% 50.00%
28 6 12.00% 62.00%
29 7 14.00% 76.00%
30 2 4.00% 80.00%
31 5 10.00% 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

CITY OF SALINAS
Navajo DriveStreet: Comments:

Weather: Sunny
Observer(s): Sean L. & Eva H.

Between: Adams Street & N Main Street
Survey Location: N First Street btwn Mohawk Avenue
Speed Limit:

Date: 04/18/25 Friday
Data Analysis:

Time Mean Speed: 27.4
Sample Variance: 9.03
04:00 04:48
No. 109
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 94.0%
Standard Deviation: 3.0
Variance of the Mean: 0.1806
85th Percentile Speed: 31
90th Percentile Speed: 31
Vehicles in Pace: 47
50th Percentile Speed: 27
95th Percentile Speed: 33
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

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% 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 2 2.00% 2.00% MPH
22 3 3.00% 5.00% MPH
23 10 10.00% 15.00%
24 10 10.00% 25.00%
25 10 10.00% 35.00%
26 8 8.00% 43.00%
27 8 8.00% 51.00%
28 12 12.00% 63.00%
29 13 13.00% 76.00%
30 5 5.00% 81.00%
31 10 10.00% 91.00%
32 4 4.00% 95.00%
33 5 5.00% 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%
Observer(s): Sean L. & Eva H.

No. 109
Survey Location: N First Street btwn Mohawk Avenue
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/18/25 Friday
04:00 04:48
Data Analysis:

Time Mean Speed: 27.2
Sample Variance: 10.01
Street: Comments:

Between: Adams Street & N Main Street
Weather: Sunny
95th Percentile Speed: 32
Navajo Drive
85th Percentile Speed: 31
90th Percentile Speed: 31
Vehicles in Pace: 90
50th Percentile Speed: 27
Standard Error of the Mean: 0.3
10 MPH Pace:

Percent in Pace: 90.0%
Standard Deviation: 3.2
Variance of the Mean: 0.1001
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

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 2,400 FeetFlat34 Feet2-Lane Collector2,362 (2025)1 Collision (2022-2023)1.29 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH26 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:VILLA STREETW MARKET ST & CENTRAL AVE05/20/2025 (EXPIRES IN 2030)110 This segment of Villa Street is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homes, park,and a school. Speed data collected on May 20, 2025 revealed the 85th percentile speed of 26 mph. The 10 mph pace ranges from 18 mph to 27 mph andsuggests the 85th percentile 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 2030\Aerials\Villa St btwn Market & Central 110.dwg

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

VILLA ST

W MARKET ST

CENTRAL AVE

PARK ST

ARCHER ST

WILSON ST

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% 18 To: 27 MPH
17 0 0.00% 0.00%
18 7 14.00% 14.00%
19 7 14.00% 28.00% MPH
20 8 16.00% 44.00% MPH
21 5 10.00% 54.00% MPH
22 5 10.00% 64.00% MPH
23 2 4.00% 68.00%
24 5 10.00% 78.00%
25 4 8.00% 86.00%
26 2 4.00% 90.00%
27 2 4.00% 94.00%
28 1 2.00% 96.00%
29 0 0.00% 96.00%
30 1 2.00% 98.00%
31 0 0.00% 98.00%
32 0 0.00% 98.00%
33 0 0.00% 98.00%
34 0 0.00% 98.00%
35 0 0.00% 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%
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:

Rodolfo C
Comments:Villa Street
11:13
Tuesday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
47 21
Vehicles in Pace:
01:02
Central Avenue & W Market Street
46 Villa Street
05/20/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.6 0.2644

94.0%
28 25
Standard Deviation:

No. 110
26 22.0

13.22 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

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% 19 To: 28 MPH
17 2 4.00% 4.00%
18 2 4.00% 8.00%
19 2 4.00% 12.00% MPH
20 4 8.00% 20.00% MPH
21 4 8.00% 28.00% MPH
22 5 10.00% 38.00% MPH
23 5 10.00% 48.00%
24 7 14.00% 62.00%
25 4 8.00% 70.00%
26 6 12.00% 82.00%
27 4 8.00% 90.00%
28 3 6.00% 96.00%
29 1 2.00% 98.00%
30 0 0.00% 98.00%
31 1 2.00% 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: 27
90th Percentile Speed: 27
Vehicles in Pace: 44
50th Percentile Speed: 24
95th Percentile Speed: 28
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 88.0%
Standard Deviation: 3.2
Variance of the Mean: 0.2108
Data Analysis:

Time Mean Speed: 23.5
Sample Variance: 10.54
11:13 01:02
No. 110
Weather: Sunny
Observer(s): Rodolfo C
Between: Central Avenue & W Market Street
Survey Location: 46 Villa Street
Speed Limit:

Date: 05/20/25 Tuesday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Villa Street
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

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% 18 To: 27 MPH
17 2 2.00% 2.00%
18 9 9.00% 11.00%
19 9 9.00% 20.00% MPH
20 12 12.00% 32.00% MPH
21 9 9.00% 41.00% MPH
22 10 10.00% 51.00% MPH
23 7 7.00% 58.00%
24 12 12.00% 70.00%
25 8 8.00% 78.00%
26 8 8.00% 86.00%
27 6 6.00% 92.00%
28 4 4.00% 96.00%
29 1 1.00% 97.00%
30 1 1.00% 98.00%
31 1 1.00% 99.00%
32 0 0.00% 99.00%
33 0 0.00% 99.00%
34 0 0.00% 99.00%
35 0 0.00% 99.00%
36 1 1.00% 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
Villa Street
85th Percentile Speed: 26
90th Percentile Speed: 27
Vehicles in Pace: 90
50th Percentile Speed: 22
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 90.0%
Standard Deviation: 3.5
Variance of the Mean: 0.1230
Data Analysis:

Time Mean Speed: 22.7
Sample Variance: 12.30
Street: Comments:

Between: Central Avenue & W Market Street
Weather: Sunny
Observer(s): Rodolfo C
No. 110
Survey Location: 46 Villa Street
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 05/20/25 Tuesday
11:13 01:02
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

STOPSTOP

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 3,200 FeetFlat46 Feet2-Lane Collector1,381(2025)10 Collisions (2022-2023)16.37 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH26 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:MAPLE STREETS MAIN ST & ABBOTT ST04/23/2025 (EXPIRES IN 2030)111 This segment of Maple Street is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homes, parks,and school use. Speed data collected on April 23, 2025, revealed the 85th percentile speed of 26 mph. The 10 mph pace ranges from 18 mph to 27 mph andsuggests the 85th percentile 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 2030\Aerials\Maple St btwn Main & Abbott 111.dwg

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

MAPLE ST

S MAIN ST

PAJARO ST

CALIFORNIA ST

FRONT ST

CARMEL AVEABBOTT ST
15 MPHSCHOOL ZONE
15 MPHSCHOOL ZONE

REGISTERED PROFESSIONAL ENGINEER

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

Hours: From: To:

MPH Frequency Percent Cumulative
%
16 1 2.00% 2.00%
17 0 0.00% 2.00% MPH
18 3 6.00% 8.00%
19 5 10.00% 18.00%
20 8 16.00% 34.00%
21 3 6.00% 40.00%
22 3 6.00% 46.00% 18 To: 27 MPH
23 5 10.00% 56.00%
24 5 10.00% 66.00%
25 4 8.00% 74.00% MPH
26 4 8.00% 82.00% MPH
27 4 8.00% 90.00% MPH
28 3 6.00% 96.00% MPH
29 1 2.00% 98.00%
30 0 0.00% 98.00%
31 1 2.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 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

0.5 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Rodolfo C.

Comments:Maple Street
01:35
Wednesday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
44 23
Vehicles in Pace:
02:31
S. Main Street and Abott Street
245 Maple Street
04/23/2025

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.5 0.2394

88.0%
28 27
Standard Deviation:

No. 111
27 22.9

11.97 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

Direction: EBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
16 2 4.00% 4.00%
17 1 2.00% 6.00% MPH
18 1 2.00% 8.00%
19 4 8.00% 16.00%
20 7 14.00% 30.00%
21 4 8.00% 38.00%
22 6 12.00% 50.00% 16 To: 25 MPH
23 8 16.00% 66.00%
24 4 8.00% 74.00%
25 7 14.00% 88.00% MPH
26 2 4.00% 92.00% MPH
27 1 2.00% 94.00% MPH
28 1 2.00% 96.00% MPH
29 0 0.00% 96.00%
30 1 2.00% 98.00%
31 0 0.00% 98.00%
32 1 2.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
Totals: 50 100.00%
85th Percentile Speed: 25
90th Percentile Speed: 26
Vehicles in Pace: 44
50th Percentile Speed: 22
95th Percentile Speed: 28
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 88.0%
Standard Deviation: 3.2
Variance of the Mean: 0.2100
Data Analysis:

Time Mean Speed: 22.5
Sample Variance: 10.50
01:35 02:31
No. 111
Weather: Clear
Observer(s): Rodolfo C.

Between: S. Main Street and Abott Street
Survey Location: 245 Maple Street
Speed Limit:

Date: 04/23/2025 Wednesday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Maple Street
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

Direction: WBD/EBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
16 3 3.00% 3.00%
17 1 1.00% 4.00% MPH
18 4 4.00% 8.00%
19 9 9.00% 17.00%
20 15 15.00% 32.00%
21 7 7.00% 39.00%
22 9 9.00% 48.00% 18 To: 27 MPH
23 13 13.00% 61.00%
24 9 9.00% 70.00%
25 11 11.00% 81.00% MPH
26 6 6.00% 87.00% MPH
27 5 5.00% 92.00% MPH
28 4 4.00% 96.00% MPH
29 1 1.00% 97.00%
30 1 1.00% 98.00%
31 1 1.00% 99.00%
32 1 1.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed: 28
Maple Street
85th Percentile Speed: 26
90th Percentile Speed: 27
Vehicles in Pace: 88
50th Percentile Speed: 23
Standard Error of the Mean: 0.3
10 MPH Pace:

Percent in Pace: 88.0%
Standard Deviation: 3.3
Variance of the Mean: 0.1117
Data Analysis:

Time Mean Speed: 22.7
Sample Variance: 11.17
Street: Comments:

Between: S. Main Street and Abott Street
Weather: Clear
Observer(s): Rodolfo C.

No. 111
Survey Location: 245 Maple Street
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/23/2025 Wednesday
01:35 02:31
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

STOPSTOP 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 2,350 FeetFlatVaries (34 to 58 Feet)2-Lane Collector4,294 (2025)12 Collisions (2022-2023)8.70 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH29 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:CLAY STREETIVERSON ST & MAIN ST04/28/2025 (EXPIRES IN 2030)112 This segment of Clay Street is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homes, parks,offices, and a school. Speed data collected on April 28, 2025, revealed the 85th percentile speed of 29 mph. The 10 mph pace ranges from 20 mph to 29mph and suggests the 85th percentile is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded upand reduced by 5 mph per MUTCD option 2, the existing posted speed limit of 25 mph should be retained.DESCRIPTION I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Clay St btwn Iverson & Main 112.dwg

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

CLAY ST

CHURCH ST

CAYUGA ST

CAPITOL ST

RIKER ST

WEST ST

IVERSON ST

LINCOLN AVESALINAS STS MAIN ST

HOMESTEAD AVE

REGISTERED PROFESSIONAL ENGINEER

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

Hours: From: To:

MPH Frequency Percent Cumulative
%
18 1 2.00% 2.00%
19 0 0.00% 2.00% MPH
20 3 6.00% 8.00%
21 1 2.00% 10.00%
22 5 10.00% 20.00%
23 5 10.00% 30.00%
24 7 14.00% 44.00% 20 To: 29 MPH
25 5 10.00% 54.00%
26 5 10.00% 64.00%
27 5 10.00% 74.00% MPH
28 5 10.00% 84.00% MPH
29 4 8.00% 92.00% MPH
30 1 2.00% 94.00% MPH
31 0 0.00% 94.00%
32 2 4.00% 98.00%
33 0 0.00% 98.00%
34 1 2.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 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

0.5 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Rodolfo C.

Comments:Clay Street
11:19
Monday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
45 25
Vehicles in Pace:
12:05
Iris Steet and S Main Street
165 Clay Street
04/28/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.3 0.2224

90.0%
32 29
Standard Deviation:

No. 112
29 25.3

11.12 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 Frequency
Spot Speed, MPH
Frequency Distribution

Direction: WBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
18 2 4.00% 4.00%
19 1 2.00% 6.00% MPH
20 2 4.00% 10.00%
21 1 2.00% 12.00%
22 5 10.00% 22.00%
23 5 10.00% 32.00%
24 4 8.00% 40.00% 20 To: 29 MPH
25 7 14.00% 54.00%
26 7 14.00% 68.00%
27 2 4.00% 72.00% MPH
28 5 10.00% 82.00% MPH
29 2 4.00% 86.00% MPH
30 2 4.00% 90.00% MPH
31 1 2.00% 92.00%
32 1 2.00% 94.00%
33 2 4.00% 98.00%
34 1 2.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
Totals: 50 100.00%
85th Percentile Speed: 29
90th Percentile Speed: 30
Vehicles in Pace: 40
50th Percentile Speed: 25
95th Percentile Speed: 33
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 80.0%
Standard Deviation: 3.8
Variance of the Mean: 0.2848
Data Analysis:

Time Mean Speed: 25.4
Sample Variance: 14.24
11:19 12:05
No. 112
Weather: Clear
Observer(s): Rodolfo C.

Between: Iris Steet and S Main Street
Survey Location: 165 Clay Street
Speed Limit:

Date: 04/28/25 Monday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Clay Street
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

Direction: EBD/WBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
18 3 3.00% 3.00%
19 1 1.00% 4.00% MPH
20 5 5.00% 9.00%
21 2 2.00% 11.00%
22 10 10.00% 21.00%
23 10 10.00% 31.00%
24 11 11.00% 42.00% 20 To: 29 MPH
25 12 12.00% 54.00%
26 12 12.00% 66.00%
27 7 7.00% 73.00% MPH
28 10 10.00% 83.00% MPH
29 6 6.00% 89.00% MPH
30 3 3.00% 92.00% MPH
31 1 1.00% 93.00%
32 3 3.00% 96.00%
33 2 2.00% 98.00%
34 2 2.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed: 32
Clay Street
85th Percentile Speed: 29
90th Percentile Speed: 30
Vehicles in Pace: 85
50th Percentile Speed: 25
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 85.0%
Standard Deviation: 3.5
Variance of the Mean: 0.1255
Data Analysis:

Time Mean Speed: 25.4
Sample Variance: 12.55
Street: Comments:

Between: Iris Steet and S Main Street
Weather: Clear
Observer(s): Rodolfo C.

No. 112
Survey Location: 165 Clay Street
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/28/25 Monday
11:19 12:05
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

STOPSTOP

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 2,850 FeetFlatVaries (34 to 79 Feet)2-Lane Minor Arterial6,573 (2025)5 Collisions (2022-2023)1.93 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH29 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:LINCOLN AVENUEW MARKET ST & CLAY ST05/06/2025 (EXPIRES IN 2030)113 This segment of Lincoln Avenue is classified as a minor arterial in the City of Salinas General Plan. The surrounding land use includes office, residential, andcommercial use. Speed data collected on May 6, 2025, revealed the 85th percentile speed of 29 mph. The 10 mph pace ranges from 20 mph to 29 mph andsuggests the 85th percentile is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded up andreduced by 5 mph per MUTCD option 2, the existing posted speed limit of 25 mph should be retained.DESCRIPTION I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Lincoln Ave btwn Market & Clay 113.dwg

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

LINCOLN AVE

W MARKET ST

CLAY ST

CENTRAL AVE

W GABILAN ST

W ALISAL ST

W SAN LUIS ST

HOWARD ST

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% 20 To: 29 MPH
17 0 0.00% 0.00%
18 1 2.00% 2.00%
19 0 0.00% 2.00% MPH
20 3 6.00% 8.00% MPH
21 1 2.00% 10.00% MPH
22 5 10.00% 20.00% MPH
23 5 10.00% 30.00%
24 7 14.00% 44.00%
25 5 10.00% 54.00%
26 5 10.00% 64.00%
27 5 10.00% 74.00%
28 5 10.00% 84.00%
29 4 8.00% 92.00%
30 1 2.00% 94.00%
31 0 0.00% 94.00%
32 2 4.00% 98.00%
33 0 0.00% 98.00%
34 1 2.00% 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:

Clear

0.5 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Rodolfo C.

Comments:Lincoln Avenue
11:55
Tuesday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
45 25
Vehicles in Pace:
12:40
W Market Street and Clay Street
361 Lincoln Ave
05/06/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.3 0.2224

90.0%
32 29
Standard Deviation:

No. 113
29 25.3

11.12 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 Frequency
Spot Speed, MPH
Frequency Distribution

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% 20 To: 29 MPH
17 0 0.00% 0.00%
18 2 4.00% 4.00%
19 1 2.00% 6.00% MPH
20 2 4.00% 10.00% MPH
21 1 2.00% 12.00% MPH
22 5 10.00% 22.00% MPH
23 5 10.00% 32.00%
24 4 8.00% 40.00%
25 7 14.00% 54.00%
26 7 14.00% 68.00%
27 2 4.00% 72.00%
28 5 10.00% 82.00%
29 2 4.00% 86.00%
30 2 4.00% 90.00%
31 1 2.00% 92.00%
32 1 2.00% 94.00%
33 2 4.00% 98.00%
34 1 2.00% 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: 29
90th Percentile Speed: 30
Vehicles in Pace: 40
50th Percentile Speed: 25
95th Percentile Speed: 33
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 80.0%
Standard Deviation: 3.8
Variance of the Mean: 0.2848
Data Analysis:

Time Mean Speed: 25.4
Sample Variance: 14.24
11:55 12:40
No. 113
Weather: Clear
Observer(s): Rodolfo C.

Between: W Market Street and Clay Street
Survey Location: 361 Lincoln Ave
Speed Limit:

Date: 05/06/25 Tuesday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Lincoln Avenue
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

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% 20 To: 29 MPH
17 0 0.00% 0.00%
18 3 3.00% 3.00%
19 1 1.00% 4.00% MPH
20 5 5.00% 9.00% MPH
21 2 2.00% 11.00% MPH
22 10 10.00% 21.00% MPH
23 10 10.00% 31.00%
24 11 11.00% 42.00%
25 12 12.00% 54.00%
26 12 12.00% 66.00%
27 7 7.00% 73.00%
28 10 10.00% 83.00%
29 6 6.00% 89.00%
30 3 3.00% 92.00%
31 1 1.00% 93.00%
32 3 3.00% 96.00%
33 2 2.00% 98.00%
34 2 2.00% 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: 32
Lincoln Avenue
85th Percentile Speed: 29
90th Percentile Speed: 30
Vehicles in Pace: 85
50th Percentile Speed: 25
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 85.0%
Standard Deviation: 3.5
Variance of the Mean: 0.1255
Data Analysis:

Time Mean Speed: 25.4
Sample Variance: 12.55
Street: Comments:

Between: W Market Street and Clay Street
Weather: Clear
Observer(s): Rodolfo C.

No. 113
Survey Location: 361 Lincoln Ave
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 05/06/25 Tuesday
11:55 12:40
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

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 2,700 FeetFlat42 Feet3-Lane Major Arterial7,853 (2024)10 Collisions (2022-2023)3.41 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH22 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:SALINAS STREETW MARKET ST & CLAY ST04/25/2025 (EXPIRES IN 2030)114 This segment of Salinas Street is classified as a major arterial in the City of Salinas General Plan. The surrounding land use includes mix and office use. Speeddata was collected on April 25, 2025, revealed the 85th percentile speed of 22 mph. The 10 mph pace ranges from 15 mph to 24 mph and suggests the 85thpercentile is within this range. More than 50% of the property contiguous to one side of Salinas Street is occupied by businesses, meeting the criteria of abusiness district as defined in Section 235 of the CVC. Section 22352 of the CVC sets the prima facie speed limit for business districts of 25 mph. Based on thesurrounding land use, and the 10 mph pace range, and Section 22352 of the CVC, the existing posted speed limit of 25 mph should be retained.DESCRIPTION I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Salinas St btwn Market & Clay 114.dwg

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

SALINAS ST

W MARKET ST

CLAY ST

CENTRAL AVE

W GABILAN ST

HOWARD STW ALISAL ST

W SAN LUIS ST

JOHN ST

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 2 4.00% 4.00%
15 4 8.00% 12.00%
16 8 16.00% 28.00% 14 To: 23 MPH
17 5 10.00% 38.00%
18 5 10.00% 48.00%
19 4 8.00% 56.00% MPH
20 11 22.00% 78.00% MPH
21 6 12.00% 90.00% MPH
22 2 4.00% 94.00% MPH
23 1 2.00% 96.00%
24 2 4.00% 100.00%
25 0 0.00% 100.00%
26 0 0.00% 100.00%
27 0 0.00% 100.00%
28 0 0.00% 100.00%
29 0 0.00% 100.00%
30 0 0.00% 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:

Sean L. & Eva H.

Comments:Salinas Street
03:57
Friday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
48 19
Vehicles in Pace:
04:37
West Market Street & Clay Street
Salinas Street & John Street
04/25/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

2.6 0.1308

96.0%
23 21
Standard Deviation:

No. 114
21 18.6

6.54 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
12Frequency
Spot Speed, MPH
Frequency Distribution

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 1 2.00% 2.00%
15 2 4.00% 6.00%
16 2 4.00% 10.00% 15 To: 24 MPH
17 2 4.00% 14.00%
18 5 10.00% 24.00%
19 5 10.00% 34.00% MPH
20 9 18.00% 52.00% MPH
21 7 14.00% 66.00% MPH
22 5 10.00% 76.00% MPH
23 8 16.00% 92.00%
24 3 6.00% 98.00%
25 1 2.00% 100.00%
26 0 0.00% 100.00%
27 0 0.00% 100.00%
28 0 0.00% 100.00%
29 0 0.00% 100.00%
30 0 0.00% 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: 23
90th Percentile Speed: 23
Vehicles in Pace: 48
50th Percentile Speed: 20
95th Percentile Speed: 24
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 96.0%
Standard Deviation: 2.6
Variance of the Mean: 0.1346
Data Analysis:

Time Mean Speed: 20.3
Sample Variance: 6.73
03:57 04:37
No. 114
Weather: Sunny
Observer(s): Sean L. & Eva H.

Between: West Market Street & Clay Street
Survey Location: Salinas Street & John Street
Speed Limit:

Date: 04/25/25 Friday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Salinas Street
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

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 3 3.00% 3.00%
15 6 6.00% 9.00%
16 10 10.00% 19.00% 15 To: 24 MPH
17 7 7.00% 26.00%
18 10 10.00% 36.00%
19 9 9.00% 45.00% MPH
20 20 20.00% 65.00% MPH
21 13 13.00% 78.00% MPH
22 7 7.00% 85.00% MPH
23 9 9.00% 94.00%
24 5 5.00% 99.00%
25 1 1.00% 100.00%
26 0 0.00% 100.00%
27 0 0.00% 100.00%
28 0 0.00% 100.00%
29 0 0.00% 100.00%
30 0 0.00% 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: 24
Salinas Street
85th Percentile Speed: 22
90th Percentile Speed: 23
Vehicles in Pace: 96
50th Percentile Speed: 20
Standard Error of the Mean: 0.3
10 MPH Pace:

Percent in Pace: 96.0%
Standard Deviation: 2.7
Variance of the Mean: 0.0729
Data Analysis:

Time Mean Speed: 19.4
Sample Variance: 7.29
Street: Comments:

Between: West Market Street & Clay Street
Weather: Sunny
Observer(s): Sean L. & Eva H.

No. 114
Survey Location: Salinas Street & John Street
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/25/25 Friday
03:57 04:37
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

STOPSTOPSTOPSTOP
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 8,950 FeetFlat48 Feet2-Lane Minor Arterial6,598 (2025)30 Collisions (2022-2023)3.67 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH31 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:PAJARO STREETE MARKET ST & E BLANCO RD04/25/2025 (EXPIRES IN 2030)116 This segment of Pajaro Street is classified as a minor arterial in the City of Salinas General Plan. The surrounding land use includes fronting residential homesand office use. Speed data collected on April 25, 2025, revealed the 85th percentile speed of 31 mph. The 10 mph pace ranges from 23 mph to 32 mph andsuggests the 85th percentile 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 I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Pajaro St btwn Market & Blanco 116.dwg

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

PAJARO ST

E BLANCO RD

SAN MIGUEL AVE

KATHERINE AVEE ROMIE LNHAWTHORNE STE ACACIA STOAK STPINE STWILLOW STCHESTNUT STMAPLE STHARVEST STWINHAM ST

LA MESA DR

JOHN STE SAN LUIS STE ALISAL STE GABILAN STW MARKET ST

SAN PEDRO ST

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% 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 7 14.00% 14.00%
24 2 4.00% 18.00%
25 7 14.00% 32.00%
26 10 20.00% 52.00%
27 6 12.00% 64.00%
28 4 8.00% 72.00%
29 4 8.00% 80.00%
30 1 2.00% 82.00%
31 3 6.00% 88.00%
32 2 4.00% 92.00%
33 4 8.00% 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:

Sean L. & Eva H.

Comments:Pajaro Street
03:26
Friday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
46 26
Vehicles in Pace:
03:40
East Market Street & East Blanco Road
Pajaro Street & East Acacia Street
04/25/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.0 0.1792

92.0%
33 31
Standard Deviation:

No. 116
32 27.1

8.96 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
12Frequency
Spot Speed, MPH
Frequency Distribution

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% 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 1 2.00% 2.00%
25 11 22.00% 24.00%
26 10 20.00% 44.00%
27 4 8.00% 52.00%
28 5 10.00% 62.00%
29 6 12.00% 74.00%
30 5 10.00% 84.00%
31 2 4.00% 88.00%
32 2 4.00% 92.00%
33 2 4.00% 96.00%
34 0 0.00% 96.00%
35 2 4.00% 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: 48
50th Percentile Speed: 27
95th Percentile Speed: 33
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 96.0%
Standard Deviation: 2.8
Variance of the Mean: 0.1560
Data Analysis:

Time Mean Speed: 27.9
Sample Variance: 7.80
03:26 03:40
No. 116
Weather: Sunny
Observer(s): Sean L. & Eva H.

Between: East Market Street & East Blanco Road
Survey Location: Pajaro Street & East Acacia Street
Speed Limit:

Date: 04/25/25 Friday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Pajaro Street
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

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% 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 7 7.00% 7.00%
24 3 3.00% 10.00%
25 18 18.00% 28.00%
26 20 20.00% 48.00%
27 10 10.00% 58.00%
28 9 9.00% 67.00%
29 10 10.00% 77.00%
30 6 6.00% 83.00%
31 5 5.00% 88.00%
32 4 4.00% 92.00%
33 6 6.00% 98.00%
34 0 0.00% 98.00%
35 2 2.00% 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: 33
Pajaro Street
85th Percentile Speed: 31
90th Percentile Speed: 32
Vehicles in Pace: 92
50th Percentile Speed: 27
Standard Error of the Mean: 0.3
10 MPH Pace:

Percent in Pace: 92.0%
Standard Deviation: 2.9
Variance of the Mean: 0.0845
Data Analysis:

Time Mean Speed: 27.5
Sample Variance: 8.45
Street: Comments:

Between: East Market Street & East Blanco Road
Weather: Sunny
Observer(s): Sean L. & Eva H.

No. 116
Survey Location: Pajaro Street & East Acacia Street
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/25/25 Friday
03:26 03:40
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

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 2,450 FeetFlatVaries (36 to 42 Feet)2-Lane Collector4,988 (2025)3 Collisions (2022-2023)1.78 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH28 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:HEBBRON AVENUEE MARKET ST & JOHN ST06/04/2025 (EXPIRES IN 2030)117 This segment of Hebbron Avenue is classified as a collector in the City of Salinas General Plan. The surrounding land use includes fronting residential homesand office areas. Speed data collected on June 4, 2025, revealed the 85th percentile speed of 28 mph. The 10 mph pace ranges from 20 mph to 29 mphand suggests the 85th percentile is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded up andreduced by 5 mph per MUTCD option 2, the existing posted speed limit of 25 mph should be retained.DESCRIPTION I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Hebbron Ave btwn Market & John 117.dwg

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

S HEBBRON AVEN HEBBRON AVE

E ALISAL ST

E MARKET ST

JOHN ST

JEFFERSON ST

EAST STPRINCE PL

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 1 2.00% 2.00% 20 To: 29 MPH
17 0 0.00% 2.00%
18 0 0.00% 2.00%
19 0 0.00% 2.00% MPH
20 2 4.00% 6.00% MPH
21 4 8.00% 14.00% MPH
22 4 8.00% 22.00% MPH
23 6 12.00% 34.00%
24 7 14.00% 48.00%
25 5 10.00% 58.00%
26 8 16.00% 74.00%
27 7 14.00% 88.00%
28 1 2.00% 90.00%
29 1 2.00% 92.00%
30 2 4.00% 96.00%
31 1 2.00% 98.00%
32 0 0.00% 98.00%
33 0 0.00% 98.00%
34 0 0.00% 98.00%
35 0 0.00% 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 0 0.00% 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:

Sunny

0.5 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Rodolfo C
Comments:Hebbron Avenue
02:30
Wednesday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
45 25
Vehicles in Pace:
03:23
East Market Street & John Street
700 North Hebbron Avenue
06/04/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.8 0.2848

90.0%
30 27
Standard Deviation:

No. 117
28 24.9

14.24 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

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 1 2.00% 2.00% 20 To: 29 MPH
17 2 4.00% 6.00%
18 2 4.00% 10.00%
19 2 4.00% 14.00% MPH
20 2 4.00% 18.00% MPH
21 4 8.00% 26.00% MPH
22 4 8.00% 34.00% MPH
23 2 4.00% 38.00%
24 5 10.00% 48.00%
25 6 12.00% 60.00%
26 3 6.00% 66.00%
27 6 12.00% 78.00%
28 3 6.00% 84.00%
29 5 10.00% 94.00%
30 0 0.00% 94.00%
31 0 0.00% 94.00%
32 2 4.00% 98.00%
33 1 2.00% 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: 29
90th Percentile Speed: 29
Vehicles in Pace: 40
50th Percentile Speed: 25
95th Percentile Speed: 32
Standard Error of the Mean: 0.6
10 MPH Pace:

Percent in Pace: 80.0%
Standard Deviation: 4.1
Variance of the Mean: 0.3336
Data Analysis:

Time Mean Speed: 24.4
Sample Variance: 16.68
02:30 03:23
No. 117
Weather: Sunny
Observer(s): Rodolfo C
Between: East Market Street & John Street
Survey Location: 700 North Hebbron Avenue
Speed Limit:

Date: 06/04/25 Wednesday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Hebbron Avenue
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

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 2 2.00% 2.00% 20 To: 29 MPH
17 2 2.00% 4.00%
18 2 2.00% 6.00%
19 2 2.00% 8.00% MPH
20 4 4.00% 12.00% MPH
21 8 8.00% 20.00% MPH
22 8 8.00% 28.00% MPH
23 8 8.00% 36.00%
24 12 12.00% 48.00%
25 11 11.00% 59.00%
26 11 11.00% 70.00%
27 13 13.00% 83.00%
28 4 4.00% 87.00%
29 6 6.00% 93.00%
30 2 2.00% 95.00%
31 1 1.00% 96.00%
32 2 2.00% 98.00%
33 1 1.00% 99.00%
34 0 0.00% 99.00%
35 0 0.00% 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 0 0.00% 99.00%
41 0 0.00% 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: 30
Hebbron Avenue
85th Percentile Speed: 28
90th Percentile Speed: 29
Vehicles in Pace: 85
50th Percentile Speed: 25
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 85.0%
Standard Deviation: 3.9
Variance of the Mean: 0.1538
Data Analysis:

Time Mean Speed: 24.6
Sample Variance: 15.38
Street: Comments:

Between: East Market Street & John Street
Weather: Sunny
Observer(s): Rodolfo C
No. 117
Survey Location: 700 North Hebbron Avenue
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 06/04/25 Wednesday
02:30 03:23
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

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 1,800 FeetFlat32 Feet2-Lane Collector2,394 (2025)4 Collisions (2022-2023)6.73 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH26 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:TYLER STREETW LAUREL DR & IRIS DR04/28/2025 (EXPIRES IN 2030)118 This segment of Tyler Street is classified as a collector in the City of Salinas General Plan. The surround land use includes fronting residentialhomes. Speed data collected April 28, 2025 revealed the 85th percentile speed of 26 mph. The 10 mph pace ranges from 19 mph to 28 mphand suggests the 85th percentile is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speedsrounded down, the existing posted speed limit of 25 mph should be retained.DESCRIPTION I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Tyler St btwn Laurel & Iris 118.dwg

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

TYLER ST

W LAUREL DR

IRIS DR

HARDING ST

POLK ST

TYLER PL

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 2 4.00% 4.00% 16 To: 25 MPH
17 3 6.00% 10.00%
18 3 6.00% 16.00%
19 5 10.00% 26.00% MPH
20 6 12.00% 38.00% MPH
21 3 6.00% 44.00% MPH
22 4 8.00% 52.00% MPH
23 8 16.00% 68.00%
24 6 12.00% 80.00%
25 4 8.00% 88.00%
26 1 2.00% 90.00%
27 2 4.00% 94.00%
28 2 4.00% 98.00%
29 1 2.00% 100.00%
30 0 0.00% 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%

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

3.3 0.2130

88.0%
28 25
Standard Deviation:

No. 118
26 21.9

10.65 Variance of the Mean:

Speed Limit:

Date:

CITY OF SALINAS
44 22
Vehicles in Pace:
02:34
Iris Drive & West Laurel Drive
1062 Tyler Street
04/28/25
Street:

Between:

Survey Location:

Data Analysis:

Sunny

0.5 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Rodolfo C
Comments:Tyler Street
01:42
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
Frequency
Spot Speed, MPH
Frequency Distribution

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% 21 To: 30 MPH
17 0 0.00% 0.00%
18 0 0.00% 0.00%
19 2 4.00% 4.00% MPH
20 2 4.00% 8.00% MPH
21 5 10.00% 18.00% MPH
22 7 14.00% 32.00% MPH
23 5 10.00% 42.00%
24 9 18.00% 60.00%
25 5 10.00% 70.00%
26 5 10.00% 80.00%
27 1 2.00% 82.00%
28 2 4.00% 86.00%
29 3 6.00% 92.00%
30 3 6.00% 98.00%
31 0 0.00% 98.00%
32 0 0.00% 98.00%
33 1 2.00% 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
Tyler StreetStreet: Comments:

Weather: Sunny
Observer(s): Rodolfo C
Between: Iris Drive & West Laurel Drive
Survey Location: 1062 Tyler Street
Speed Limit:

Date: 04/28/25 Monday
Data Analysis:

Time Mean Speed: 24.3
Sample Variance: 9.90
01:42 02:34
No. 118
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 90.0%
Standard Deviation: 3.1
Variance of the Mean: 0.1980
85th Percentile Speed: 28
90th Percentile Speed: 29
Vehicles in Pace: 45
50th Percentile Speed: 24
95th Percentile Speed: 30
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

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 2 2.00% 2.00% 19 To: 28 MPH
17 3 3.00% 5.00%
18 3 3.00% 8.00%
19 7 7.00% 15.00% MPH
20 8 8.00% 23.00% MPH
21 8 8.00% 31.00% MPH
22 11 11.00% 42.00% MPH
23 13 13.00% 55.00%
24 15 15.00% 70.00%
25 9 9.00% 79.00%
26 6 6.00% 85.00%
27 3 3.00% 88.00%
28 4 4.00% 92.00%
29 4 4.00% 96.00%
30 3 3.00% 99.00%
31 0 0.00% 99.00%
32 0 0.00% 99.00%
33 1 1.00% 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%
Observer(s): Rodolfo C
No. 118
Survey Location: 1062 Tyler Street
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/28/25 Monday
01:42 02:34
Data Analysis:

Time Mean Speed: 23.1
Sample Variance: 11.62
Street: Comments:

Between: Iris Drive & West Laurel Drive
Weather: Sunny
95th Percentile Speed: 29
Tyler Street
85th Percentile Speed: 26
90th Percentile Speed: 28
Vehicles in Pace: 84
50th Percentile Speed: 23
Standard Error of the Mean: 0.3
10 MPH Pace:

Percent in Pace: 84.0%
Standard Deviation: 3.4
Variance of the Mean: 0.1162
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

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 2,900 FeetFlat38 Feet2-Lane Collector 2,981 (2024)4 Collisions (2022-2023)3.35 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH28 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:LOS PALOS DRIVESAN MIGUEL AVE & ABBOTT ST04/22/2025 (EXPIRES IN 2030)121

DESCRIPTION
I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\Los Palos Dr btwn San Miguel & Abbott 121.dwg

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

E ROMIE LN

LOS PALOS DR

SAN MIGUEL AVE

ABBOTT ST

SAN JOSE ST

MANOR DR

VIA PARAISO
FAIRMONT DRThis segment of Los Palos Drive is classified as a collector in the City of Salinas General Plan. The surrounding land use includes residential homes, hospital, office, and parkuse. Speed data collected on April 25, 2025, revealed the 85th percentile speed of 28 mph. The 10 mph pace ranges from 17 mph to 26 mph and suggests the 85thpercentile 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 MUTCDoption 2, the existing posted speed limit of 25 mph should be retained.

REGISTERED PROFESSIONAL ENGINEER

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

Hours: From: To:

MPH Frequency Percent Cumulative
%
14 1 2.00% 2.00%
15 4 8.00% 10.00% MPH
16 2 4.00% 14.00%
17 4 8.00% 22.00%
18 6 12.00% 34.00%
19 2 4.00% 38.00%
20 6 12.00% 50.00% 14 To: 23 MPH
21 3 6.00% 56.00%
22 8 16.00% 72.00%
23 1 2.00% 74.00% MPH
24 1 2.00% 76.00% MPH
25 3 6.00% 82.00% MPH
26 2 4.00% 86.00% MPH
27 0 0.00% 86.00%
28 1 2.00% 88.00%
29 1 2.00% 90.00%
30 2 4.00% 94.00%
31 0 0.00% 94.00%
32 3 6.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 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

0.7 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Alejando M.

Comments:Los Palos Drive
12:37
Tuesday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
37 20
Vehicles in Pace:
01:03
San Miguel Avenue and Abott Street
1139 Los Palos Drive
04/22/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

4.8 0.4600

74.0%
32 26
Standard Deviation:

No. 121
29 21.3

23.00 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

Direction: SBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
14 1 2.00% 2.00%
15 0 0.00% 2.00% MPH
16 0 0.00% 2.00%
17 2 4.00% 6.00%
18 0 0.00% 6.00%
19 0 0.00% 6.00%
20 4 8.00% 14.00% 20 To: 29 MPH
21 2 4.00% 18.00%
22 6 12.00% 30.00%
23 7 14.00% 44.00% MPH
24 4 8.00% 52.00% MPH
25 7 14.00% 66.00% MPH
26 3 6.00% 72.00% MPH
27 4 8.00% 80.00%
28 1 2.00% 82.00%
29 2 4.00% 86.00%
30 4 8.00% 94.00%
31 0 0.00% 94.00%
32 1 2.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
Totals: 50 100.00%
85th Percentile Speed: 29
90th Percentile Speed: 30
Vehicles in Pace: 40
50th Percentile Speed: 24
95th Percentile Speed: 32
Standard Error of the Mean: 0.6
10 MPH Pace:

Percent in Pace: 80.0%
Standard Deviation: 4.0
Variance of the Mean: 0.3226
Data Analysis:

Time Mean Speed: 24.5
Sample Variance: 16.13
01:49 02:50
No. 121
Weather: Clear
Observer(s): Rodolfo
Between: San Miguel Avenue and Abott Street
Survey Location: 925 Los Palos Drive
Speed Limit:

Date: 04/22/25 Tuesday
Street: Comments:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Los Palos Drive
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

Direction: NBD/SBD
25 MPH
Day:

Hours: From: To:

MPH Frequency Percent Cumulative
%
14 2 2.00% 2.00%
15 4 4.00% 6.00% MPH
16 2 2.00% 8.00%
17 6 6.00% 14.00%
18 6 6.00% 20.00%
19 2 2.00% 22.00%
20 10 10.00% 32.00% 17 To: 26 MPH
21 5 5.00% 37.00%
22 14 14.00% 51.00%
23 8 8.00% 59.00% MPH
24 5 5.00% 64.00% MPH
25 10 10.00% 74.00% MPH
26 5 5.00% 79.00% MPH
27 4 4.00% 83.00%
28 2 2.00% 85.00%
29 3 3.00% 88.00%
30 6 6.00% 94.00%
31 0 0.00% 94.00%
32 4 4.00% 98.00%
33 2 2.00% 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%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
Totals: 100 100.00%
95th Percentile Speed: 32
Los Palos Drive
85th Percentile Speed: 28
90th Percentile Speed: 30
Vehicles in Pace: 71
50th Percentile Speed: 22
Standard Error of the Mean: 0.5
10 MPH Pace:

Percent in Pace: 71.0%
Standard Deviation: 4.7
Variance of the Mean: 0.2189
Data Analysis:

Time Mean Speed: 22.9
Sample Variance: 21.89
Street: Comments:

Between: San Miguel Avenue and Abott Street
Weather: Clear
Observer(s): Alejando M.

No. 121
Survey Location: 1139 Los Palos Drive and 925 Los Palos Drive Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 04/22/25 Tuesday
12:37 01:03
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

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 1,150 FeetFlatVaries (60 to 65 Feet)3-Lane Minor Arterial12,212 (2025)1 Collisions (2022-2023)0.51 Acc./MVM Proposed Speed Zone85th Percentile Speed25 MPH31 MPH
AREA
COMMENTS:

STREET:BETWEEN:SURVEY DATE:EAST ROSSI STREETN MAIN ST & SHERWOOD DR05/12/2025 (EXPIRES IN 2030) 129 This segment of East Rossi Street is classified as a minor arterial in the City of Salinas General Plan. The surrounding land use includes residential and industrial.Speed data collected on May 12, 2025, revealed the 85th percentile speed of 31 mph. The 10 mph pace ranges from 24 mph to 33 mph and suggests the85th percentile is within this range. Based on the surrounding land use, the 10 mph pace range, and the prevailing speeds rounded down and reduced by 5mph per MUTCD option 1, the existing posted speed limit of 25 mph should be retained.DESCRIPTION I:\PWTra\Radar Survey\Radar Surveys EXP 2030\Aerials\E Rossi St btwn Main & Sherwood 129.dwg

SPEED LIMIT SIGNSIGNALCITY LIMITSSCHOOL CROSSWALKCROSSWALK

ALL-WAY STOPSTOP

E ROSSI ST

TOM O WONG WY

BRIDGE ST

N MAIN ST

SHERWOOD DR

REGISTERED PROFESSIONAL ENGINEER

STATE OF CALIFORNIA
CIVILNO. 69142ADRIANA ROBLES
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 2.00% 2.00% MPH
20 3 6.00% 8.00% MPH
21 1 2.00% 10.00% MPH
22 3 6.00% 16.00% MPH
23 2 4.00% 20.00%
24 7 14.00% 34.00%
25 4 8.00% 42.00%
26 4 8.00% 50.00%
27 2 4.00% 54.00%
28 4 8.00% 62.00%
29 3 6.00% 68.00%
30 5 10.00% 78.00%
31 2 4.00% 82.00%
32 4 8.00% 90.00%
33 4 8.00% 98.00%
34 0 0.00% 98.00%
35 1 2.00% 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

0.6 10 MPH Pace:

Weather:

Observer(s):

Time Mean Speed:

Sample Variance:

Rodolfo C
Comments:
02:29
Monday
Standard Error of the Mean:

Percent in Pace:

Speed Limit:

Date:

CITY OF SALINAS
39 26
Vehicles in Pace:
02:51
East Rossi Street Direction: EBD
North Main Street and Sherwood Drive
151 East Rossi Street
05/12/25

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

4.1 0.3418

78.0%
33 32
Standard Deviation:

No. 129
32 26.9

17.09 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 Frequency
Spot Speed, MPH
Frequency Distribution

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 1 2.00% 2.00%
19 0 0.00% 2.00% MPH
20 0 0.00% 2.00% MPH
21 1 2.00% 4.00% MPH
22 2 4.00% 8.00% MPH
23 1 2.00% 10.00%
24 3 6.00% 16.00%
25 3 6.00% 22.00%
26 7 14.00% 36.00%
27 5 10.00% 46.00%
28 6 12.00% 58.00%
29 8 16.00% 74.00%
30 7 14.00% 88.00%
31 4 8.00% 96.00%
32 1 2.00% 98.00%
33 0 0.00% 98.00%
34 0 0.00% 98.00%
35 1 2.00% 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: 30
90th Percentile Speed: 31
Vehicles in Pace: 46
50th Percentile Speed: 28
95th Percentile Speed: 31
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 92.0%
Standard Deviation: 3.1
Variance of the Mean: 0.1936
Data Analysis:

Time Mean Speed: 27.4
Sample Variance: 9.68
02:29 02:51
No. 129
Weather: Sunny
Observer(s): Rodolfo C
Between:

East Rossi Street Direction: WBD
North Main Street and Sherwood Drive
Survey Location: 151 East Rossi Street
Speed Limit:

Date: 05/12/25 Monday
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
Frequency
Spot Speed, MPH
Frequency Distribution

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 1 1.00% 1.00%
19 1 1.00% 2.00% MPH
20 3 3.00% 5.00% MPH
21 2 2.00% 7.00% MPH
22 5 5.00% 12.00% MPH
23 3 3.00% 15.00%
24 10 10.00% 25.00%
25 7 7.00% 32.00%
26 11 11.00% 43.00%
27 7 7.00% 50.00%
28 10 10.00% 60.00%
29 11 11.00% 71.00%
30 12 12.00% 83.00%
31 6 6.00% 89.00%
32 5 5.00% 94.00%
33 4 4.00% 98.00%
34 0 0.00% 98.00%
35 2 2.00% 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: 33
85th Percentile Speed: 31
90th Percentile Speed: 32
Vehicles in Pace: 83
50th Percentile Speed: 27
Standard Error of the Mean: 0.4
10 MPH Pace:

Percent in Pace: 83.0%
Standard Deviation: 3.6
Variance of the Mean: 0.1332
Data Analysis:

Time Mean Speed: 27.2
Sample Variance: 13.32
Street: Comments:

Between:

East Rossi Street Direction:EBD/WBD
North Main Street and Sherwood Drive
Weather: Sunny
Observer(s): Rodolfo C
No. 129
Survey Location: 151 East Rossi Street
Speed Limit:

DEPARTMENT OF DEVELOPMENT &

ENGINEERING SERVICES

RADAR SURVEY

CITY OF SALINAS
Date: 05/12/25 Monday
02:29 02:51
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