2025 Engineering and
Traffic Survey Report
March 2025
Willdan Engineering
13191 Crossroads Pkwy N Suite 405
City of Industry, CA 91746
562.908.6200
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
March 25, 2025
Azzam Jabsheh, PE, TE
Deputy Director of Public Works/ City Engineer
201 N. E Street, Suite 200
San Bernardino, CA 92401
Subject: Engineering and Traffic Survey (E&TS) - 2025
Dear Mr. Jabsheh:
As requested, Willdan has completed an Engineering and Traffic Survey (E&TS) to justify and update the posted speed limits along 157 street segments in the City of San Bernardino. These segments were last surveyed in 2016 and require an update to comply with the 7-year limitation set forth in the California Vehicle Code (CVC).
We are pleased to submit the enclosed Report that describes the E&TS procedures and contains recommendations for posted speed limits on the City’s arterial and collector street system. A summary of these recommendations is included in the Analysis. Supporting documentation for each speed zone recommendation is provided in the Appendices.
The Report was conducted in accordance with applicable provisions of the CVC, following procedures outlined in the California Manual on Uniform Traffic Control Devices Revision 8 (California MUTCD) dated January 2024, and as required by Section 627 of the CVC. The Report is intended to satisfy the requirements of Section 40802 of the CVC to enable the continued use of radar for traffic speed enforcement.
We appreciate the opportunity to serve the City of San Bernardino and the assistance, cooperation, and guidance afforded to us during the course of this study.
Very truly yours,
WILLDAN
Nicolle Spann, P.E., T.E.
Traffic Engineer
Enclosure
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
Table of Contents
Executive Summary ............................................................................................ 4 Introduction ........................................................................................................ 5 Elements Of the Engineering and Traffic Survey ....................................................................................... 6 Speed Sampling ...................................................................................................................................... 6 Crash History .......................................................................................................................................... 8 Conditions Not Readily Apparent to Motorists ...................................................................................... 8 Safety Corridors – New from AB 43 ....................................................................................................... 8 Land or Facilities that Generate High Concentrations of Pedestrians or Bicyclists - New from AB 43 .. 8 Retain Currently Adopted or Restore Immediately Prior Speed Limit – New from AB 43...................... 9 Survey Conditions ............................................................................................. 10 Survey Locations ...................................................................................................................................... 10 Data Collection ........................................................................................................................................ 10 Speed Data ........................................................................................................................................... 10 Field Review Data ................................................................................................................................ 10 Crash Data ........................................................................................................................................... 11 Safety Corridor Establishment – New from AB 43 .................................................................................. 12 Analysis ............................................................................................................ 13 Engineering and Traffic Survey Criteria ................................................................................................... 13 14-Year Extension Criteria ....................................................................................................................... 14 Speed Limit Recommendations ......................................................................... 15 Recommendation Tables ......................................................................................................................... 15 Table 1 - Summary of E&TS Recommended Speed Limits.................................................................... 16 Table 2 – Summary of 14-Year Extension Recommendations ............................................................. 35 Table 3 - Street Segments with Recommended Speed Changes .......................................................... 37 Table 4 – Street Segments Maintaining the Posted Speed Limit ......................................................... 40 Segments with Special Conditions ..................................................................... 43 Conditions Not Readily Apparent to Motorists ....................................................................................... 43 Additional 5 mph Speed Reductions ....................................................................................................... 47 Safety Corridors ....................................................................................................................................... 47 Table 5- Segments Identified as Safety Corridors ................................................................................ 47 Land or Facilities that Generate High Concentrations of Pedestrians .................................................... 52 Retain Currently Adopted or Restore Immediately Prior Speed Limit Application ................................. 53 Table 6- Street Segments Using AB 43 via CVC Section 22358.8 ......................................................... 53
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
APPENDIX A
Street Segment Data
APPENDIX B
Radar Speed Distribution Forms
APPENDIX C
Survey Equipment
APPENDIX D
Safety Corridor Factor Weights & Thresholds
Citywide Safety Corridor Table
Citywide Safety Corridor Map
APPENDIX E
2025 Recommended Speed Limit Map
APPENDIX F
Legislative References
Table of Recommendations
Table
Total Number of
Segments Applied
Page
Table 1 - Summary of E&TS Recommended Speed Limits 109 16 Table 2 - Summary of 14- Year Extension Recommendations 48 35 Table 3 - Street Segments with Recommended Changes to the Posted Speed Limit 90 37
Table 4 - Recommended Street Segments Maintaining the Posted Speed Limit (Including Segments with 14-Year Extension Applied) 67 40 Table 5 – Segments Identified as Safety Corridors 114 47 Table 6 –Street Segments Using AB 43 via CVC Section 22358.8 1 53 2025 Engineering and Traffic Survey Report
4 CITY OF SAN BERNARDINO
Executive Summary
The adoption of an Engineering and Traffic Survey (E&TS) is an important step in ensuring that speed limits on the City’s roadways are set in compliance with State regulations, promote public safety and reflect current traffic conditions. This process aligns with the California Vehicle Code (CVC) and the guidelines outlined in the California Manual on Uniform Traffic Control Devices (CA MUTCD).
The City of San Bernardino E&TS evaluates roadway conditions, prevailing traffic speeds, and collision history to establish safe, reasonable, and enforceable speed limits. It ensures that speed limits are based on objective data, supporting efficient traffic flow while prioritizing the safety of all road users, including pedestrians and bicyclists.
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Introduction
This E&TS is intended to be the basis for the establishment, revision, and enforcement of speed limits for selected streets within the City of San Bernardino. This E&TS presents recommended speed limits for 157 street segments in the City of San Bernardino. E&T Surveys are required by the State of California to establish intermediate speed limits on local, major, secondary, collector, and arterial streets and to enforce those limits using radar or other speed measuring devices. Historically, these surveys must be updated every 7 to 14 years to ensure the speeds reflect current conditions, and can be enforced per CVC Section 40802.
E&T Surveys are prepared under the direction of CVC Sections 627,22350-22359, and 40801-40803. The CVC also requires that the surveys be conducted based on the methodology required by the California MUTCD Revision 8 (California MUTCD) dated January 2024.
Assembly Bill No. 43 (AB 43), signed in October 2021, has given local agencies more leeway in lowering and maintaining speed limits aimed at enhancing traffic safety. The California Vehicle Code was amended in 2022 and the California MUTCD was amended in March 2023 to implement laws and guidelines with the changes set forth in AB 43. There were three major changes to how speed limits can be recommended under AB 43 as follows:
1. An E&T Survey conducted more than 7 years ago may be extended to 14 years (previously to 10 years) if a traffic engineer certifies that no changes in roadway or traffic conditions have occurred [CVC 40802 (c)(2)(B)(i)(II)].
2. A local authority may establish and designate safety corridors throughout their jurisdiction. The local authority may recommend a speed limit with an additional five mile per hour reduction on segments designated as safety corridors. Local authorities may not lower a speed limit under this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide, whichever is sooner. Since the E&TS was completed in March 2025, this report reflects lowering speeds on these designating the roadway segments.
3. If a local authority, after completing an E&T Survey, finds that the speed limit is still reasonable or safe, the local authority may retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an E&T Survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.
This E&TS was requested by the City for the proper posting of speed limits and to enable the Police Department to utilize radar or other electronic speed measuring devices for speed enforcement. CVC Sections 40801 and 40802 require E&T Surveys that verify the prima facie speed limit before enforcement by such a device is legal. The law further specifies that these surveys be conducted every 5 years. The surveys can be extended to 7 years provided the City’s Police Department(s) have completed a 24-hour radar operator course [CVC 40802(c)(2)(B)(i)(I)].
Posted speed limits are primarily established to protect the public by mitigating the risks posed by reckless and unpredictable driving behavior. The posted speed limits provide law enforcement with a clearly understood method to identify and apprehend violators of the basic speed law (CVC Section 22350). This law states that "No person shall drive a vehicle on a highway at a speed greater than is 2025 Engineering and Traffic Survey Report
6 CITY OF SAN BERNARDINO
reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property." The posted speed limit gives motorists a clear warning of the maximum speed that is reasonable and prudent under typical driving conditions.
The basic fundamentals for establishing speed limits recognize that the majority of drivers behave in a safe and reasonable manner, and therefore, the normally careful and competent actions of a reasonable driver should be considered legal. Speed limits established on these fundamentals conform to the consensus that those who drive the highway determine what speed is reasonable and safe, not on the judgment of one or a few individuals. A radar speed study is usually conducted to record the prevailing speed of reasonable drivers.
Speed limits are also established to advise drivers of conditions which may not be readily apparent to a reasonable driver. For this reason, accident history, roadway conditions, traffic characteristics, and land use must also be analyzed before determining speed limits. Speed limit changes are usually made in coordination with physical changes in roadway conditions or roadside developments. Unusually short zones of less than one-half mile in length should be avoided to reduce driver confusion.
The E&T Surveys for the City were conducted in accordance with procedures outlined in the California MUTCD and as required by Section 627 of the CVC. The Code further describes three elements of an E&T Survey:
1. Measurement of prevailing speed based on the 85th percentile rule
2. Accident history on the roadway
3. Roadway conditions and other relevant factors that are not readily apparent to the motorist.
Additionally, it is generally accepted that speed limits cannot be successfully enforced without voluntary compliance by a majority of drivers. Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is usually targeted for enforcement.
Elements Of the Engineering and Traffic Survey
The California MUTCD specifies the methodology to be used for completing E&T Surveys. This methodology includes an evaluation of current vehicle speeds, accident history and conditions not readily apparent to motorists. The basic elements of the E&TS are discussed in more detail as follows:
Speed Sampling
Existing vehicle speeds are surveyed by a certified radar operator with a calibrated radar unit in an unmarked vehicle. Speed samples are taken for each segment representing a statistically significant sample of current traffic. This data is then evaluated to identify the distribution of speeds. A key element in the evaluation is the identification of the 85th percentile speed. The 85th percentile speed is the speed at or below which 85 percent of the traffic travels. This threshold represents what is historically found to be a safe and reasonable speed for most drivers based on common roadway conditions. A speed limit is established in the three options below.
Options:
▪ Closest to 85th Percentile Speed – A speed limit is established at the nearest 5-mile per hour increment to the 85th percentile speed.
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▪ California MUTCD Option 1 - Reduction using Segments with Special Conditions - For cases in which the nearest 5 mph increment of the 85th-percentile speed would require rounding down, the posted speed may be reduced by an additional 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC Section 627 and 22358.5. ▪ California MUTCD Option 2 - For cases in which the nearest 5 mph increment of the 85th- percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 21400(b).
If the speed limit to be posted has had the 5 mph reduction applied, then an E&T Survey shall document in writing the conditions and justification for the lower speed limit. The reasons for the lower speed limit shall be in compliance with CVC Section 627 and 22358.5.
The following examples are provided to explain the application of these speed limit criteria:
If the 85th percentile speed in a speed survey for a location was 33 mph, the 3 options may be applied as follows:
▪ Closest to 85th Percentile Speed - The 85th percentile speed would round up to the nearest 5- mph increment. The speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed.
▪ California MUTCD Option 1 - Reduction using Segments with Special Conditions - The first step is to round up, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed. As indicated by this option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if conditions and justification for using this lower speed limit are documented in the E&T Survey. However, it is best to apply MUTCD Option 2 in these scenarios as it will not require documentation of conditions and justification to lower the speed limit.
▪ California MUTCD Option 2 - Instead of rounding up to 35 mph, the speed limit can be established at 30 mph, but no further reduction can be applied.
If the 85th percentile speed in a speed survey for a location was 37 mph, the 3 options may be applied as follows:
▪ Closest to 85th Percentile Speed - The 85th percentile speed would round down to the nearest 5- mph increment. The speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed.
▪ California MUTCD Option 1 - Reduction using Segments with Special Conditions - The first step is to round down, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. As indicated by this option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if conditions and justification for using this lower speed limit are documented in the E&T Survey.
▪ California MUTCD Option 2 – This option is not applicable to 85th percentile speeds that already round down to the nearest 5-mph increment using the “Closest to 85th Percentile Speed” option.
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Crash History
Reported crashes reviewed from California Highway Patrol’s Statewide Integrated Traffic Records System (SWITRS) electronic crash database are reviewed for each street segment to determine if there is a higher than expected average rate of crashes. A segment that has an above-average crash rate typically suggests conditions that are not readily apparent to motorists.
Conditions Not Readily Apparent to Motorists
Each street segment is field inspected to identify roadway conditions that may not be readily apparent to motorists. A determination is made whether any conditions are significant and warrant the recommendation of the speed limit 5 mph below the basic speed limit.
The Legislature, in adopting Section 22358.5 of the CVC, has made it clear 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 be the basis for special downward speed zoning.
Conditions not readily apparent to motorists include the considerations of crash history, poor visibility, and the safety of bicyclists and pedestrians.
Safety Corridors – New from AB 43
The provisions of CVC Section 22358.7, a new section added through AB 43, to additionally lower the speed limit by designating a safety corridor, shall not be applicable until actions required per CVC Section 22358.7 by Department of Transportation and Judicial Council are completed or June 30, 2024, whichever is sooner. Since the E&TS was completed in 2025 on these designated roadway segments, this report reflects lowering speeds using the application of safety corridors.
Data used to determine a safety corridor may be from the most recent E&T Survey performed. The crash data source may include, but is not limited to, California Highway Patrol’s (CHP) Statewide Integrated Traffic Records System (SWITRS). The prioritized subset of safety corridors shall:
1. Identify specific locations with high crash occurrences.
2. Identify corridor-level segments with a pattern of crash reoccurrence.
3. Be able to be stratified by mode.
The total reduction in the speed limit using the nearest 5 mph increment, rounding up, rounding down and using 5 mph speed reduction, plus an additional 5 mph speed reduction for safety corridor designation, shall not exceed 12.4 mph from the 85-percentile speed. Refer to CVC Section 22358.6(e).
Land or Facilities that Generate High Concentrations of Pedestrians or Bicyclists - New from AB 43
The provisions of CVC Section 22358.7 to additional lower the speed limit (by designating safety corridor or on portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians), shall not be applicable until actions required per CVC Section 22358.7 by Department of Transportation and Judicial Council are completed or June 30, 2024, whichever is sooner.
A land or facility that generates high concentrations of bicyclists or pedestrians is a portion of the highway where one or more of any of the generators listed below are present within a distance of 1320 2025 Engineering and Traffic Survey Report
9 CITY OF SAN BERNARDINO
feet. Crash data that demonstrates a highway segment is within the top twenty percent of pedestrian and/ or bicyclist fatalities or serious injuries over a three-to-five year period may be used in lieu of one of the generators listed below.
If the speed limit to be posted has had the 5 mph reduction applied, then an E&TS shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer. The reasons for the lower speed limit shall be in compliance with CVC Sections 627 and 22358.5. Refer to Section 22358.6(b).
The total reduction in the speed limit using the nearest 5 mph increment, rounding up, rounding down and using 5 mph speed reduction, plus an additional 5 mph speed reduction for safety corridor designation, shall not exceed 12.4 mph from the 85-percentile speed. Refer to CVC Section 22358.6(e).
Retain Currently Adopted or Restore Immediately Prior Speed Limit – New from AB 43 The City may retain the currently adopted speed limit without further reduction or restore the immediately prior adopted speed limit without further reduction as provided in CVC Section 22358.8, added through AB 43.
The currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&T Survey, the City finds that the speed limit is still more than
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reasonable or safe, and that speed limit was established with an E&T Survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.
If the City decides to use a lower speed limit based on CVC Section 22358.8, after completing an E&T Survey and finding that the speed limit is still more than is reasonable or safe, it shall not be reduced by any more than 5 mph from the currently adopted speed limit or not below the immediately prior speed limit. Refer to CVC Section 22358.8(b).
Survey Conditions
Survey Locations
The procedures described below describe the criteria and methods used to survey selected streets within the City of San Bernardino. The specific location of the radar speed survey for each street segment was selected after considering the following:
1. Minimum stop sign and traffic signal influence.
2. Minimum visibility restrictions.
3. Non-congested traffic flow away from intersections and driveways.
4. Minimum influence from curves or other roadway conditions that would affect the normal operation of a vehicle.
Data Collection
Data of existing conditions was obtained including prevailing speed of vehicles, traffic crashes, visibility restrictions, and roadway conditions within the community. ADT and field reviews were conducted at 157 locations during the months of October and November 2023, August and October 2024. Segments that used the 14-year extension did not need speed data or crash data collected. Refer to the Analysis Section for additional explanation on the 14-year extension.
Speed Data
Radar speed measurements were conducted at 109 locations during the month of October and November 2023, and August and October 2024. The radar speed distribution forms are in Appendix B.
All surveys were conducted in good weather conditions, during off-peak hours on weekdays. The radar unit was operated from an unmarked vehicle to minimize any influence on driver behavior. Typically, a minimum sample size of 100 vehicles or the total samples during a maximum period of 2 hours were obtained for each segment. Traffic speeds in both directions were recorded for individual segments.
Field Review Data
A field review was conducted for each of the selected street segments in the City with consideration for the following factors:
1. Street width and alignment;
2. Pedestrian activity and traffic flow characteristics; 2025 Engineering and Traffic Survey Report
11 CITY OF SAN BERNARDINO
3. Number of lanes and other channelization and striping patterns;
4. Frequency of intersections, driveways, and on-street parking;
5. Location of stop signs and other regulatory traffic control devices;
6. Visibility obstructions;
7. Land use and proximity to schools;
8. Pedestrian and bicycle usage;
9. Uniformity with existing speed zones and those in adjacent jurisdictions; and
10. Any other unusual condition not readily apparent to the driver.
Crash Data
Crash data was obtained from the California Highway Patrol’s Statewide Integrated Traffic Records System (SWITRS) electronic crash database. For this study, crash data was used from the latest 2 years of reported accidents from April 1, 2021 to March 31, 2024. The crash rates for the 109 segments are expressed in crashes per million vehicle miles (C/MVM). To calculate these rates, 24-hour traffic volumes were collected for each street segment. This information was then entered into the following formula to determine the crash rate:
𝑹 = 𝑪 × 𝟏, 𝟎𝟎𝟎, 𝟎𝟎𝟎
𝒕 × 𝟑𝟔𝟓 𝒅𝒂𝒚𝒔
𝒚𝒆𝒂𝒓 × 𝒍 × 𝒗
C = Number of midblock crashes over time period
R = Crash Rate (crashes/million vehicle miles)
t = Time Period Covered (in years)
l = Length of Segment (miles)
v = Traffic Volume (average daily traffic)
The segment crash rate was then compared to the average statewide crash rate of similar roadways.
The average statewide crash rates were obtained from 2022 Collision Data on California State Highways published by Caltrans.
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Safety Corridor Establishment – New from AB 43
Safety corridors were established under the guidelines set forth in the California MUTCD. Fatal and severe injury crash data was gathered using UC Berkeley’s Transportation Injury Mapping System (TIMS) from April 1, 2019 to March 31, 2024.
Weighted factors were established across the roadway network to identify which segments are classified as a safety corridor. The weighted factors for the 157 segments are expressed in factors per mile. This information was entered into the following formula to determine the weighted factor for each segment:
𝑭 = 𝟐𝑻 + 𝟏𝟎𝑺 + 𝟏𝟎𝑺𝑯 + 𝟓𝑷 − 𝟏𝑫 + 𝟏𝑬 + 𝟎. 𝟓𝑽 + 𝟏𝑺𝒁
𝒍
F = Weighted Factor per mile
T = Total Fatal and Serious Injury Crashes
S = Speed Related Fatal and Serious Injury Crashes
SH = Fatal and Serious Injury Crashes Near Schools
and During School Hours (7am- 4pm)
P = Pedestrian or Bicycle Related Fatal and Serious
Injury Crashes
D = DUI Related Fatal and Serious Injury Crashes
E = Segment within a census tract with a
CalEnviroScreen 4.0 Percentile greater than 75%
V = Segment within a census tract with a
population ages 65 and older over 16% and/ or a
population ages 15 and younger under 23%
according to the American Community Survey
SZ = Segment in a School Zone
l = Length of Segment (miles)
The safety corridor established within the 616.4-mile roadway network within the City of San Bernardino cannot exceed 1/5 of the total roadway network1 (123.28 miles) of the City. There were 218 fatal and severe injury crashes observed in the City of San Bernardino within the 5-year study period. The safety corridor network may include at least 25% of fatal and severe injury crashes2. This translates to at least 40 fatal and severe injury crashes in the City’s safety corridor network.
For the City of San Bernardino, any segment with a weighted factor over 1.6 is considered a safety corridor. This threshold was selected to prioritize segments with fatal and severe injury crashes that includes the most segments designated as a safety corridor as allowed within the constraints of not exceeding 1/5 of the total roadway network.
𝑺𝒂𝒇𝒆𝒕𝒚 𝑪𝒐𝒓𝒓𝒊𝒅𝒐𝒓: 𝑭 > 𝟏. 𝟔
A spreadsheet that identifies the total length of roadways established as a safety corridor, and criteria made to establish safety corridors using the above criteria is provided in Appendix D. Additionally, Appendix D includes a citywide map showing where the established safety corridors are located.
1 Reference CVC 22358.7(a)(1)
2 Reference California MUTCD Chapter 2B.13 - 12t
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Analysis
Engineering and Traffic Survey Criteria
For the 109 segments that did not use the 14-year extension, survey data was compiled and analyzed to determine the recommended speed limit in accordance with several criteria contained in The California MUTCD. Some of the criteria used are:
A. The critical speed or 85th percentile speed is that speed at or below which 85 percent of the traffic is moving. This speed is the baseline value in determining what the majority of drivers believe is safe and reasonable. Speed limits set higher than the critical speed are not considered reasonable and safe. Speed limits set lower than the critical speed make a large number of reasonable drivers "unlawful," and do not facilitate the orderly flow of traffic. The “basic speed limit” is the nearest 5 mph increment to the 85th percentile speed.
B. The 10 mile per hour (mph) pace speed is the 10 mph increment that contains the highest percentage of vehicles. It is a measure of the dispersion of speeds across the range of the samples surveyed. An accepted practice is to keep the speed limit within the 10 mph pace while considering the critical speed and other factors that might require a speed lower than the critical speed.
C. The crash rate for each street segment is compared to average crash rates that can be reasonably expected to occur on streets and highways in other jurisdictions, in proportion to the volume of traffic per lane mile. These average crash rates have been developed by the State of California and are considered reasonable for use in the City of San Bernardino.
The Engineering and Traffic Survey Forms, presented in Appendix A, illustrate results of a thorough evaluation of available data and recommend a speed limit for each of the 109 street segments surveyed based on the guidelines for an Engineering and Traffic Survey set forth by the California MUTCD and the CVC. A complete summary of all 109 E&TS recommendations is shown in Table 1. In each case, the recommended speed limit was consistent with the prevailing behavior as demonstrated by the radar speed measurements. Typically, a speed limit in the upper range of the 10-mile pace was selected unless a crash rate significantly higher than expected was discovered or roadway conditions not readily apparent to the driver were identified. Any segments with recommended speed limits 5 mph or more below the basic speed limit are fully explained later in the Segments with Special Conditions section of this report.
The California State Legislature, in adopting Section 22358.5 of the CVC, has made it clear 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 be the basis for special downward speed zoning. In these cases, the basic speed law (CVC Section 22350) is sufficient to regulate such conditions.
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14-Year Extension Criteria
California Vehicle Code Sections 40801 and 40802 require Engineering and Traffic Surveys (E &TS) to establish or revise prima facie speed limits on certain streets within a local jurisdiction before law enforcement can utilize radar or other electronic speed measuring devices for speed enforcement. These surveys must be updated every five, seven, or fourteen years to ensure the speeds reflect current conditions as dictated by the California Vehicle Code. The surveys can be extended from 5 to 7 years provided the City’s police officer(s) have completed a 24 -hour radar operator course [CVC 40802(c)(2)(B)(i)(I)]. Additionally, some surveys may be extended to fourteen years if the City Traffic Engineer certifies there have been no significant changes to the roadway segment(s) or traffic conditions [CVC 40802(c)(2)(B)(i)(II)]. These provisions assure that posted speed limits are kept reasonably current.
The 157 segments throughout the City of San Bernardino were reviewed with comparing 2016 and 2024 field review and ADT data. No significant changes have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume for 48 street segments. Therefore, based on the above reasons, the most recent Engineering and Traffic Survey may be extended up to 14 years from March 2016 of the particular E&TS conducted for street segments identified in Table 2.
Segments with 14-Year Extension applied in this survey were previously surveyed in 2016. An E&TS shall be performed for these segments in 2032.
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Speed Limit Recommendations
The recommendations contained in this Report are intended to establish prima facie speed limits. They are not intended to be absolute for all prevailing conditions. All prima facie speed violations are actually violations of the basic speed law (CVC Section 22350). This statute 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 is intended to establish a maximum safe speed under normal conditions.
Recommendation Tables
Tables 1-4 summarizing the recommendations are referenced below and included in the following pages. The speed limit recommendations have been organized into the following four tables.
Recommendation Table
Total Number
of Segments
Table 1 - Summary of E&TS Recommended Speed Limits 109 Table 2 - Summary of 14- Year Extension Recommendations 48 Table 3 - Street Segments with Recommended Changes to the Posted Speed Limit 90 Table 4 - Recommended Street Segments Maintaining the Posted Speed Limit (Including Segments with 14-Year Extension Applied) 67
Tables 1 and 2 together summarize all 157 segment recommendations, split by the analysis type that the recommendations were made: segments with speed limit recommendations made through a full E&TS (Table 1) and segments with speed limit recommendations through the 14-year extension (Table 2).
Tables 3 and 4 together summarize all 157 segment recommendations, split by whether or not the speed limit is recommended to change: segments with speed limit changes (Table 3) and segments with speed limits staying the same (Table 4).
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
2nd St Mt. Vernon Ave Waterman Ave 21,431 390.96 30-390.172.01 72 California MUTCD Option 2 & Safety Corridor ****
30**35**1 %
3rd St Sierra Way Waterman St 5,969 420.96 33-420.000.36 70 Closest to 85th Speed40402 % 3rd St Waterman Ave Lena Rd 11,018 470.96 38-470.270.61 67 Closest to 85th Speed & Safety Corridor ****
40**45**3 %
3rd St Lena Rd Leland Norton
Way
21,490 440.96 34-430.221.14 71 California MUTCD Option 2 ****40**45**4 % 3rd St Leland Norton
Way
Victoria Ave 13,994 561.40 42-510.161.26 56 Closest to 85th Speed & Safety Corridor ****
50NP5 %
5th St H St Sierra Way 24,164 370.96 29-380.510.89 87 Closest to 85th Speed ****35**NP**6 % 2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 16 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
5th St Sierra Way Pedley Rd 10,915 461.24 34-430.171 65 Hidden Driveways, Uncontrolled Crosswalk,
Sidewalk Gaps & Safety
Corridor ****
35**40**7 %
6th St Del Rosa Dr 200' E/O Victoria
Ave
2,705 431.618 34-430.001.42 75 California MUTCD Option 2 & Safety Corridor ****
35**40**8 %
16th St University Pkwy Medical Center Dr 5,451 410.96 30-390.450.74 74 Hidden Driveways, Moderate Pedestrian Use
35**NP**9 %
21st St Waterman Ave Perris Hill Park Rd 9,233 380.96 28-370.360.55 71 California MUTCD Option 2 & Safety Corridor ****
303510 %
28th St H St Waterman Ave 2,232 311.68 22-310.321.26 79 Moderate Pedestrian Use, Uncontrolled Crosswalk ****
25**25**11 %
40th St Waterman Ave Golden Ave 8,040 520.96 41-500.911 67 Uncontrolled Crosswalk, Moderate Pedestrian Use
45**45**12 %
2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 17 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Arden Ave Pacific St Highland Ave 10,427 420.94 31-400.540.49 70 Closest to 85th Speed & Safety Corridor ****
354013 %
Arrowhead Ave Highland Ave Kendall Dr 2,916 390.96 30-391.271.73 67 California MUTCD Option 2 & Safety Corridor ****
30**35**14 %
Auto Center Dr Showcase Dr S E St 5,988 381.68 30-390.310.49 83 California MUTCD Option 2 ****35**NP**15 % Baseline St Meridian Ave California St 11,583 521.4 43-520.791 68 Closest to 85th Speed & Safety Corridor ****
455516 %
Baseline St California St Medical Center Dr 16,155 421.4 31-400.360.47 65 Closest to 85th Speed404017 % Baseline St H St Sierra Way 33,735 370.96 29-380.580.89 87 Closest to 85th Speed ****35NP18 % 2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 18 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Cajon Blvd California St 23rd St 13,011 590.65 50-590.051.4 52 California MUTCD Option 2 & Safety Corridor ****
50**55**19 %
California St Baseline St Cajon Blvd 7,380 341.68 26-350.402.15 92 California MUTCD Option 2 ****304020 % Campus Pkwy Kendall Dr Devils Canyon Rd 3,881 520.94 41-500.000.71 58 Moderate Pedestrian Use45**NP**21 % Central Ave 100' E/O Valley
View Ave/Lena Rd
Mountain View
Ave
11,548 490.96 39-480.101.56 51 California MUTCD Option 2 & Safety Corridor ****
404522 %
Commercial Rd Hunts Ln Waterman Ave 2,326 421.68 33-420.000.55 61 Closest to 85th Speed40**NP**23 % Commercial Rd Waterman Ave Steele Rd 2,333 321.68 23-320.000.25 56 Moderate Pedestrian Use252524 % 2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 19 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
D St 6th St 28th St 2,881 410.96 31-400.862.22 59 Closest to 85th Speed & Safety Corridor ****
354525 %
Del Rosa Dr 6th St Baseline St 7,817 360.96 27-360.150.76 73 Closest to 85th Speed & Safety Corridor ****
30**45**26 %
Del Rosa Ave Del Rosa Dr Marshall Blvd 22,096 380.96 29-380.631.18 81 California MUTCD Option 2 & Safety Corridor ****
30**40**27 %
Del Rosa Ave Marshall Blvd 39th St 6,146 400.94 29-380.180.81 77 Closest to 85th Speed & Safety Corridor ****
35**45**28 %
E St Hunts Ln Century Ave 12,712 430.94 34-430.071 68 California MUTCD Option 240**40**29 % E St Century Ave Mill St 13,024 410.94 32-410.551.15 77 Closest to 85th Speed & Safety Corridor ****
354030 %
2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 20 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
E St Mill St Rialto Ave 8,152 380.96 29-380.570.59 76 California MUTCD Option 2 & Safety Corridor ****
30**NP**31 %
E St Rialto Ave 8th St 6,380 370.96 27-360.480.89 77 Closest to 85th Speed & Safety Corridor ****
30**30**32 %
E St 8th St Baseline St 5,896 411.68 30-390.620.5 76 Closest to 85th Speed & Safety Corridor ****
35**35**33 %
E St Baseline St Highland Ave 8,042 420.96 32-410.911 69 Closest to 85th Speed & Safety Corridor ****
35**35**34 %
E St Highland Ave 30th St 6,299 400.96 30-390.210.69 70 Closest to 85th Speed & Safety Corridor ****
35**35**35 %
E St 30th St Kendall Dr 21,997 430.96 30-390.690.78 61 California MUTCD Option 2 & Safety Corridor ****
35**40**36 %
2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 21 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Electric Ave Mountain View
Ave
Northpark Blvd 9,112 411.68 32-410.100.99 72 Residential Density, Uncontrolled Crosswalk &
Safety Corridor ****
30**40/35**37 %
Eucalyptus Ave Mill St Rialto Ave 7,580 371.68 27-360.480.5 80 Closest to 85th Speed & Safety Corridor ****
30**35**38 %
G St Inland Center Dr Mill St 3,126 381.68 28-370.000.22 71 California MUTCD Option 235**NP**39 % G St Mill St 3rd St/4th St 5,436 360.94 28-370.540.94 85 Closest to 85th Speed & Safety Corridor ****
304040 %
H St 3rd St 6Th St 8,404 370.96 29-380.620.35 80 Closest to 85th Speed & Safety Corridor ****
30**NP**41 %
Harrison St 35th St 40th St 2,550 471.24 38-470.000.72 69 Closest to 85th Speed45**NP**42 % 2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 22 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Highland Ave West Boundary
(~2664' West Of
Macy St)
Macy St 11,144 551.40 44-530.480.51 65 Closest to 85th Speed & Safety Corridor ****
50NP43 %
Highland Ave Macy St Medical Center Dr 18,805 420.96 30-390.400.98 72 Closest to 85th Speed & Safety Corridor ****
35NP44 %
Highland Ave Medical Center Dr Muscupiabe Ave 16,597 400.96 30-390.330.84 75 Closest to 85th Speed & Safety Corridor ****
35**35/40**45 %
Highland Ave Muscupiabe Ave E St 22,373 370.96 27-360.370.77 77 Closest to 85th Speed & Safety Corridor ****
303546 %
Highland Ave E St Sierra Way 21,209 340.96 25-340.510.51 80 California MUTCD Option 2 ****30**35**47 % Highland Ave Arden Ave Victoria Ave 43,750 380.96 28-370.470.49 69 California MUTCD Option 2 & Safety Corridor ****
30**NP**48 %
2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 23 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Highland Ave Victoria Ave Bradford Ave 23,622 400.96 31-400.261.21 72 Closest to 85th Speed & Safety Corridor ****
35**NP**49 %
Hill Dr Magnolia Dr H St 1,921 341.68 25-340.000.62 85 California MUTCD Option 230**35**50 % Hospitality Ln E St Waterman Ave 8,447 381.23 29-380.260.83 69 California MUTCD Option 2 & Safety Corridor ****
30**35**51 %
Hospitality Ln Waterman Ave Tippecanoe Ave 8,916 360.94 27-361.111.11 85 High Collision Rate303552 % Hunts Ln Washington St Commercial Rd 10,528 450.96 34-430.000.52 68 Uncontrolled Crosswalk & Safety Corridor ****
354053 %
Hunts Ln Commercial Rd Hospitality Ln 18,030 370.94 29-380.000.52 85 Closest to 85th Speed35**NP**54 % 2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 24 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Kendall Dr E St 40th St 11,391 410.96 32-410.881 66 Closest to 85th Speed & Safety Corridor ****
354555 %
Kendall Dr 40th St University Pkwy 16,498 490.96 41-500.301.64 67 California MUTCD Option 2 & Safety Corridor ****
405056 %
Kendall Dr University Pkwy Palm Ave 20,225 500.96 39-480.322 62 Closest to 85th Speed & Safety Corridor ****
45**50**57 %
Lena Rd Orange Show Rd Central Ave 2,212 420.96 32-410.000.42 70 Closest to 85th Speed & Safety Corridor ****
35**NP**58 %
Lena Rd Mill St 3rd St 3,546 460.96 35-441.180.87 53 High Crash History & Safety Corridor ****
35**NP**59 %
Little Mountain
Dr
27th St Edgehill Rd 9,859 520.96 38-470.290.96 60 Closest to 85th Speed & Safety Corridor ****
45**45**60 %
2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 25 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Little Mountain
Dr
Edgehill Rd 1300' S/O
Sheridan Rd
9,555 460.96 36-450.761 72 Closest to 85th Speed & Safety Corridor ****
40**45**61 %
Little Mountain
Dr
1300' S/O
Sheridan Rd
Northpark Blvd 5,429 450.96 33-420.671 67 Closest to 85th Speed & Safety Corridor ****
404562 %
Lynwood Dr Valencia Ave Del Rosa Ave 1,987 430.96 30-392.021.14 66 California MUTCD Option 2 & Safety Corridor ****
35**40**63 %
Macy St Highland Ave North City Limits 12,408 421.68 30-390.390.19 70 Closest to 85th Speed & Safety Corridor ****
35**35**64 %
Marshall Blvd Ladera Rd Waterman Ave 4,736 371.68 26-350.501.54 72 Closest to 85th Speed & Safety Corridor ****
303565 %
Massachusetts
Ave
Baseline St Highland Ave 4,474 351.68 26-350.411 70 Closest to 85th Speed & Safety Corridor ****
30**35**66 %
2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 26 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Medical Center
Dr
5th St Baseline St 11,699 360.96 26-350.350.89 84 Closest to 85th Speed & Safety Corridor ****
30**35**67 %
Medical Center
Dr
Baseline St Cajon Blvd 8,266 410.96 32-410.611.46 77 Closest to 85th Speed & Safety Corridor ****
35**40**68 %
Mill St Eucalyptus Ave Macy St 13,019 460.96 36-450.140.99 67 Closest to 85th Speed & Safety Corridor ****
40**NP**69 %
Mill St Waterman Ave Tippecanoe Ave 15,634 450.94 34-430.111.1 56 Closest to 85th Speed & Safety Corridor ****
40**45**70 %
Morgan Rd Melbourne Rd Yardley St 1,108 371.68 27-360.000.65 67 Closest to 85th Speed & Safety Corridor ****
303571 %
Mt. Vernon Ave Grant Ave Rialto Ave 9,649 370.96 27-360.431.1 80 Closest to 85th Speed & Safety Corridor ****
30**40**72 %
2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 27 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Mt. Vernon Ave Rialto Ave 7th St 7,888 340.96 26-350.300.76 84 California MUTCD Option 2 ****30**NP**73 % Mt. Vernon Ave 7th St 21st St 10,314 390.96 29-380.341.56 77 California MUTCD Option 2 & Safety Corridor ****
30**35**74 %
Mt. Vernon Ave 21St St 27th St 13,245 361.68 28-370.000.53 85 Closest to 85th Speed35**35**75 % Mt. View Ave Victoria St Highland Ave 3,921 420.96 33-420.951.71 67 High Crash History & Safety Corridor ****
304076 %
Mt. View Ave Highland Ave Electric Ave 4,452 391.68 29-380.121.72 63 California MUTCD Option 2 & Safety Corridor ****
30**40**77 %
Mt. View Ave Electric Ave Hill Dr/Pinehurst
Ct
4,541 361.68 27-360.311.29 72 Residential Density, Hidden Driveways
30**35**78 %
2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 28 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
N. Little League
Dr
600' S/O W Little
League Dr
O'Rourke Ave 3,013 401.68 27-360.000.77 61 Uncontrolled Crosswalks, Hidden Driveways & Land Use
that Generates High
Concentrations of Pedestrians
30**25**79 %
Ohio Ave Magnolia Ave Pine Ave 775 371.68 22-310.001.32 54 Closest to 85th Speed35**NP**80 % Orange Show Rd E St Arrowhead Ave 25,306 380.96 28-370.290.25 75 California MUTCD Option 2 ****35**40**81 % Orange Show Rd Arrowhead Ave Tippecanoe Ave 16,054 480.94 37-460.391.73 68 California MUTCD Option 245**50**82 % Orange St Pacific St Highland Ave 2,464 381.68 28-370.000.49 71 California MUTCD Option 2353583 % Orange St Highland Ave Piedmont Dr 4,533 431.68 32-410.000.53 68 Retain 2016 E&T Recommendation
35**35**84 %
2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 29 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Palm Ave Kendall Dr Belmont Ave 15,155 430.96 33-420.110.55 76 California MUTCD Option 240**45**85 % Palm Ave Belmont Ave Melvin Ave 947 341.68 23-320.000.64 64 California MUTCD Option 2 & Safety Corridor ****
25**25**86 %
Palm Ave (East) Atlantic Ave Piedmont Dr 7,901 350.96 27-360.180.65 83 Uncontrolled Crosswalk30**35**87 % Parkdale Dr Mountain View
Ave
Valencia Ave 4,251 361.68 26-350.260.83 72 Closest to 85th Speed & Safety Corridor ****
30**NP**88 %
Pepper Ave Randall Ave Mill St 21,504 460.96 37-460.000.5 70 Closest to 85th Speed & Safety Corridor ****
40**45**89 %
Pepper Ave Mill St Madrona St 18,682 460.96 37-460.311.71 67 Moderate Pedestrian Use, Uncontrolled Crosswalks &
Safety Corridor ****
35**45**90 %
2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 30 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Piedmont Dr Yuma Dr Orange St 1,018 351.68 27-360.000.73 87 Closest to 85th Speed35**NP**91 % Pine Ave Kendall Dr Belmont Ave 5,242 491.24 40-490.000.67 59 California MUTCD Option 245**50**92 % Rialto Ave Eucalyptus Ave Mt. Vernon Ave 13,334 400.96 33-420.582.5 76 Closest to 85th Speed & Safety Corridor ****
354593 %
Rialto Ave Mt Vernon Ave G St 10,806 400.96 31-400.200.86 69 Closest to 85th Speed & Safety Corridor ****
353594 %
Rialto Ave G St Sierra Way 9,880 360.96 26-350.360.76 77 Closest to 85th Speed ****35**35**95 % Rialto Ave Sierra Way Waterman Ave 7,324 370.96 28-370.690.36 75 Closest to 85th Speed ****35**NP**96 % 2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 31 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Rialto Ave Waterman Ave Lena Rd 5,881 450.96 34-431.000.62 62 High Crash History & Safety Corridor ****
35**NP**97 %
Rialto Ave Lena Rd Tippecanoe Ave 4,061 371.68 26-350.000.46 70 Residential Density & Safety Corridor ****
25**25**98 %
Sierra Way 5th St 30th St 7,043 400.96 30-390.702.59 73 Closest to 85th Speed & Safety Corridor ****
35**40**99 %
State St University Pkwy Sheridan Rd 5,050 331.68 25-341.000.54 92 California MUTCD Option 2 ****30**NP**100 % Tippecanoe Ave Harriman Pl San Bernardino
Ave
27,958 411.03 31-400.300.75 67 Closest to 85th Speed & Safety Corridor ****
35**40**101 %
Tippecanoe Ave San Bernardino
Ave
3Rd St 29,164 451.03 33-420.291.86 70 Closest to 85th Speed & Safety Corridor ****
4040/45102 %
2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 32 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
University Pkwy Highland Ave Baseline St 13,433 390.94 29-380.001.1 69 California MUTCD Option 2 & Safety Corridor ****
30NP103 %
University Pkwy Cajon Blvd Northpark Blvd 19,632 471.03 37-460.401.76 64 Closest to 85th Speed & Safety Corridor ****
40**50**104 %
Valencia Ave 21st St 30th St 10,826 430.94 34-430.330.77 62 California MUTCD Option 2 & Safety Corridor ****
35**40**105 %
Valencia Ave 30th St 40th St 7,977 461.24 35-440.001.34 74 California MUTCD Option 2 & Safety Corridor ****
4045106 %
Victoria Ave Highland Ave Lynwood Dr 32,123 450.96 33-420.380.75 63 Closest to 85th Speed45**45**107 % W. Little League
Dr
N. Little League Dr Palm Ave 4,950 411.68 32-410.610.91 85 Closest to 85th Speed & Safety Corridor ****
35**NP**108 %
2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 33 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
Table 1 - Summary of ETS Recommended Speed Limits
Street From To ADT
Dist.
(mi.)
Collision
Rate***
Exp.
85%
Speed
10 mi.
Pace
% in
PaceAct.
Posted
Speed
Limit
Rec.
Speed
Limit Comments*No.
CITY OF SAN BERNARDINO
Waterman Ave Barton Rd Central Ave 35,331 430.94 31-400.262.35 69 California MUTCD Option 2 ****40**50**109 % 2025 Engineering and Traffic Survey Report
* See "Segments with Special Conditions" section for comments on segments using special conditions or AB 43 to maintain the previous or prior ET 34 *** Accident rate units: Fatal and Injury Collisions per One Million Vehicle Miles ** 25 mph when children are present
Act.: Actual Collision Rate
Exp.: Expected Collision Rate based on the Caltrans 2021 Crash Data on California State Highways Rate **** Designated Safety Corridor
Rec.: Recommended Speed Limit
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
35 Table 2 – Summary of 14-Year Extension Recommendations Table 2- Summary of 14-Year Extension Recommendations
ID Street From To Speed Limit
110 9th Street Medical Center Drive H Street 40
111 9th Street H Street Sierra Way 40
112 9th Street Sierra Way Waterman Avenue 40
113 9th Street Waterman Avenue 600' E/O Preston Street 45 114 27th Street Mt. Vernon Avenue G Street 35
115 30th Street Little Mountain Drive Valencia Avenue 45 116 40th Street Kendall Drive Electric Avenue 45
117 40th Street Electric Avenue Waterman Avenue 40
118 40th Street Golden Avenue Mountain Avenue 40
119 48th Street Kendall Drive Electric Avenue 35
120 Arrowhead Avenue Esparanza Street Rialto Avenue 40
121 Arrowhead Avenue 7th Street Highland Avenue 35
122 Atlantic Avenue Palm Avenue Cienega Court 35
123 Baseline Street Medical Center Drive H Street 40
124 Baseline Street Sierra Way Del Rosa Avenue 40
125 Central Avenue Arrowhead Avenue 100' E/O Valley View Avenue 40
126 Foothill Drive Del Rosa Avenue Arden Avenue 40
127 G Street 6th Street 140' North Of 29th Street 35
128 G Street 150' South Of 30th Street Marshall Boulevard 35 129 Gilbert Street Waterman Avenue 207' E/O Cedar Avenue 35 130 Golden Avenue Highland Avenue Lynwood Drive 40
131 H Street 6th Street Marshall Blvd 35
132 Hallmark Pkwy University Pkwy Lexington Pkwy 50
133 Highland Avenue Sierra Way Valencia Avenue 40
134 Highland Avenue Valencia Avenue Arden Avenue 40
135 Industrial Pkwy Lexington Pkwy Palm Avenue 50
136 Inland Center Drive E Street 1570' Sw/O I Street 40 137 K Street Mill Street Rialto Avenue 35
138 Marshall Blvd Little Mountain Drive Ladera Road 35
139 Meridian Avenue Randall Avenue Mill Street 40
140 Meridian Avenue Rialto Avenue Foothill Blvd 40
141 Mill Street Bordwell Avenue Waterman Avenue 40
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
36 Table 2- Summary of 14-Year Extension Recommendations ID Street From To Speed Limit
142 Miramonte Avenue 23rd Street Marshall Blvd 35
143 Mountain Avenue 39th Street 40th Street 35
144 Northpark Boulevard University Parkway Little Mountain Drive 40 145 Northpark Boulevard Little Mountain Drive Electric Avenue 40 146 Perris Hill Park Road Pacific Street 21st Street 40 147 Redlands Boulevard Hunts Lane Gardena Street 40
148 Redlands Boulevard Gardena Street East City Limits 45 149 San Bernardino Avenue Tippecanoe Avenue Mt. View Avenue 45 150 Sierra Way Mill Street Rialto Avenue 40
151 Sierra Way 30th Street 40th Street 35
152 Sierra Way 40th Street 48th Street 40
153 Sterling Avenue Highland Avenue Pumalo Street 40
154 Tippecanoe Avenue 9th Street Baseline Street 45
155 Waterman Avenue Central Avenue Rialto Avenue 45
156 Waterman Avenue Rialto Avenue Highland Avenue 40
157 Waterman Avenue Highland Avenue 30th Street 40
2025 Engineering and Traffic Survey Report
NP = No Posted Speed Limit Sign
PL = Post Speed Limit Sign
CITY OF SAN BERNARDINO
37 Table 3 - Street Segments with Recommended Speed Changes The following table identifies segments that have recommended changes to the posted speed limit. All segments identified in this table are eligible to have a 14-year extension applied in 2032 because a full E&TS has been previously performed.
Table 3 – Street Segments with Recommended Speed Changes ID Street From To Existing New Change
1 2nd St Mt. Vernon Ave Waterman Ave 35 30 -5
3 3rd St Waterman Ave Lena Rd 45 40 -5
4 3rd St Lena Rd Leland Norton Way 45 40 -5
5 3rd St Leland Norton Way Victoria Ave NP 50 PL
6 5th St H St Sierra Way NP 35 PL
7 5th St Sierra Way Pedley Rd 40 35 -5
8 6th St Del Rosa Dr 200' E/O Victoria
Ave
40 35 -5
9 16th St University Pkwy Medical Center Dr NP 35 PL
10 21st St Waterman Ave Perris Hill Park Rd 35 30 -5
13 Arden Ave Pacific St Highland Ave 40 35 -5
14 Arrowhead Ave Highland Ave Kendall Dr 35 30 -5
15 Auto Center Dr Showcase Dr S E St NP 35 PL
16 Baseline St Meridian Ave California St 55 45 -10
18 Baseline St H St Sierra Way NP 35 PL
19 Cajon Blvd California St 23rd St 55 50 -5
20 California St Baseline St Cajon Blvd 40 30 -10
21 Campus Pkwy Kendall Dr Devils Canyon Rd NP 45 PL
22 Central Ave 100' E/O Valley View
Ave/Lena Rd
Mountain View Ave 45 40 -5
23 Commercial Rd Hunts Ln Waterman Ave NP 40 PL
25 D St 6th St 28th St 45 35 -10
26 Del Rosa Dr 6th St Baseline St 45 30 -15
27 Del Rosa Ave Del Rosa Dr Marshall Blvd 40 30 -10
28 Del Rosa Ave Marshall Blvd 39th St 45 35 -10
30 E St Century Ave Mill St 40 35 -5
31 E St Mill St Rialto Ave NP 30 PL
36 E St 30th St Kendall Dr 40 35 -5
37 Electric Ave Mountain View Ave Northpark Blvd 40/35 30 PL 38 Eucalyptus Ave Mill St Rialto Ave 35 30 -5
39 G St Inland Center Dr Mill St NP 35 PL
2025 Engineering and Traffic Survey Report
NP = No Posted Speed Limit Sign
PL = Post Speed Limit Sign
CITY OF SAN BERNARDINO
38 Table 3 – Street Segments with Recommended Speed Changes ID Street From To Existing New Change
40 G St Mill St 3rd St/4th St 40 30 -10
41 H St 3rd St 6Th St NP 30 PL
42 Harrison St 35th St 40th St NP 45 PL
43 Highland Ave West Boundary
(~2664' West Of Macy
St)
Macy St NP 50 PL
44 Highland Ave Macy St Medical Center Dr NP 35 PL 45 Highland Ave Medical Center Dr Muscupiab e Ave 35/40 35 PL 46 Highland Ave Muscupiab e Ave E St 35 30 -5
47 Highland Ave E St Sierra Way 35 30 -5
48 Highland Ave Arden Ave Victoria Ave NP 30 PL
49 Highland Ave Victoria Ave Bradford Ave NP 35 PL 50 Hill Dr Magnolia Dr H St 35 30 -5
51 Hospitality Ln E St Waterman Ave 35 30 -5
52 Hospitality Ln Waterman Ave Tippecanoe Ave 35 30 -5 53 Hunts Ln Washington St Commercial Rd 40 35 -5
54 Hunts Ln Commercial Rd Hospitality Ln NP 35 PL 55 Kendall Dr E St 40th St 45 35 -10
56 Kendall Dr 40th St University Pkwy 50 40 -10
57 Kendall Dr University Pkwy Palm Ave 50 45 -5
58 Lena Rd Orange Show Rd Central Ave NP 35 PL
59 Lena Rd Mill St 3rd St NP 35 PL
61 Little Mountain
Dr
Edgehill Rd 1300' S/O Sheridan
Rd
45 40 -5
62 Little Mountain
Dr
1300' S/O Sheridan Rd Northpark Blvd 45 40 -5
63 Lynwood Dr Valencia Ave Del Rosa Ave 40 35 -5
65 Marshall Blvd Ladera Rd Waterman Ave 35 30 -5
66 Massachusetts
Ave
Baseline St Highland Ave 35 30 -5
67 Medical Center
Dr
5th St Baseline St 35 30 -5
68 Medical Center
Dr
Baseline St Cajon Blvd 40 35 -5
69 Mill St Eucalyptus Ave Macy St NP 40 PL
70 Mill St Waterman Ave Tippecanoe Ave 45 40 -5
71 Morgan Rd Melbourne Rd Yardley St 35 30 -5
72 Mt. Vernon Ave Grant Ave Rialto Ave 40 30 -10
2025 Engineering and Traffic Survey Report
NP = No Posted Speed Limit Sign
PL = Post Speed Limit Sign
CITY OF SAN BERNARDINO
39 Table 3 – Street Segments with Recommended Speed Changes ID Street From To Existing New Change
73 Mt. Vernon Ave Rialto Ave 7th St NP 30 PL
74 Mt. Vernon Ave 7th St 21st St 35 30 -5
76 Mt. View Ave Victoria St Highland Ave 40 30 -10
77 Mt. View Ave Highland Ave Electric Ave 40 30 -10
78 Mt. View Ave Electric Ave Hill Dr/Pinehurst Ct 35 30 -5 79 N. Little League
Dr
600' S/O W Little
League Dr
O'Rourke Ave 25 30 +5
80 Ohio Ave Magnolia Ave Pine Ave NP 35 PL
81 Orange Show Rd E St Arrowhead Ave 40 35 -5
82 Orange Show Rd Arrowhead Ave Tippecanoe Ave 50 45 -5 85 Palm Ave Kendall Dr Belmont Ave 45 40 -5
87 Palm Ave (East) Atlantic Ave Piedmont Dr 35 30 -5
88 Parkdale Dr Mountain View Ave Valencia Ave NP 30 PL
89 Pepper Ave Randall Ave Mill St 45 40 -5
90 Pepper Ave Mill St Madrona St 45 35 -10
91 Piedmont Dr Yuma Dr Orange St NP 35 PL
92 Pine Ave Kendall Dr Belmont Ave 50 45 -5
93 Rialto Ave Eucalyptus Ave Mt. Vernon Ave 45 35 -10
96 Rialto Ave Sierra Way Waterman Ave NP 35 PL
97 Rialto Ave Waterman Ave Lena Rd NP 35 PL
99 Sierra Way 5th St 30th St 40 35 -5
100 State St University Pkwy Sheridan Rd NP 30 PL
101 Tippecanoe Ave Harriman Pl San Bernardino Ave 40 35 -5 102 Tippecanoe Ave San Bernardino Ave 3Rd St 40/45 40 PL 103 University Pkwy Highland Ave Baseline St NP 30 PL
104 University Pkwy Cajon Blvd Northpark Blvd 50 40 -10 105 Valencia Ave 21st St 30th St 40 35 -5
106 Valencia Ave 30th St 40th St 45 40 -5
108 W. Little League
Dr
N. Little League Dr Palm Ave NP 35 PL
109 Waterman Ave Barton Rd Central Ave 50 40 -10
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
40 Table 4 – Street Segments Maintaining the Posted Speed Limit The following table identifies segments that have no recommended changes to the posted speed limit.
The last column in the table identifying if the 14-year extension has been applied in this survey is for the City to reference in the future to determine if a 14-year extension can be applied. A 14-year extension can only be applied one time, so segments with the extension applied will have to be certified with an E&TS in 7 years (2032).
Table 4 - Street Segments Maintaining Posted Speed Limit ID Street From To
Speed
Limit
14-Year
Extension
Applied in
this Survey
2 3rd Street Sierra Way Waterman Street 40 No
11 28th Street H Street Waterman Avenue 25 No
12 40th Street Waterman Avenue Golden Avenue 45 No
17 Baseline Street California Street Medical Center Drive 40 No 24 Commercial Road Waterman Avenue Steele Road 25 No
29 E Street Hunts Ln Century Avenue 40 No
32 E Street Rialto Avenue 8th Street 30 No
33 E Street 8th Street Baseline Street 35 No
34 E Street Baseline Street Highland Avenue 35 No
35 E Street Highland Avenue 30th Street 35 No
60 Little Mountain Drive 27th Street Edgehill Road 45 No 64 Macy Street Highland Avenue North City Limits 35 No
75 Mt. Vernon Avenue 21St Street 27th Street 35 No
83 Orange Street Pacific Street Highland Avenue 35 No
84 Orange Street Highland Avenue Piedmont Drive 35 No
86 Palm Avenue Belmont Avenue Melvin Avenue 25 No
94 Rialto Avenue Mt Vernon Avenue G Street 35 No
95 Rialto Avenue G Street Sierra Way 35 No
98 Rialto Avenue Lena Road Tippecanoe Avenue 25 No
110 9th Street Medical Center Drive H Street 40 Yes
111 9th Street H Street Sierra Way 40 Yes
112 9th Street Sierra Way Waterman Avenue 40 Yes
113 9th Street Waterman Avenue 600' E/O Preston Street 45 Yes 114 27th Street Mt. Vernon Avenue G Street 35 Yes
115 30th Street Little Mountain Drive Valencia Avenue 45 Yes 2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
41 Table 4 - Street Segments Maintaining Posted Speed Limit ID Street From To
Speed
Limit
14-Year
Extension
Applied in
this Survey
116 40th Street Kendall Drive Electric Avenue 45 Yes
117 40th Street Electric Avenue Waterman Avenue 40 Yes
118 40th Street Golden Avenue Mountain Avenue 40 Yes
119 48th Street Kendall Drive Electric Avenue 35 Yes
120 Arrowhead Avenue Esparanza Street Rialto Avenue 40 Yes 121 Arrowhead Avenue 7th Street Highland Avenue 35 Yes
122 Atlantic Avenue Palm Avenue Cienega Court 35 Yes
123 Baseline Street Medical Center Drive H Street 40 Yes 124 Baseline Street Sierra Way Del Rosa Avenue 40 Yes
125 Central Avenue Arrowhead Avenue 100' E/O Valley View Avenue 40 Yes
126 Foothill Drive Del Rosa Avenue Arden Avenue 40 Yes
127 G Street 6th Street 140' North Of 29th Street 35 Yes 128 G Street 150' South Of 30th Street Marshall Boulevard 35 Yes 129 Gilbert Street Waterman Avenue 207' E/O Cedar Avenue 35 Yes 130 Golden Avenue Highland Avenue Lynwood Drive 40 Yes
131 H Street 6th Street Marshall Blvd 35 Yes
132 Hallmark Pkwy University Pkwy Lexington Pkwy 50 Yes 133 Highland Avenue Sierra Way Valencia Avenue 40 Yes
134 Highland Avenue Valencia Avenue Arden Avenue 40 Yes 135 Industrial Pkwy Lexington Pkwy Palm Avenue 50 Yes
136 Inland Center Drive E Street 1570' Sw/O I Street 40 Yes 137 K Street Mill Street Rialto Avenue 35 Yes
138 Marshall Blvd Little Mountain Drive Ladera Road 35 Yes 139 Meridian Avenue Randall Avenue Mill Street 40 Yes
140 Meridian Avenue Rialto Avenue Foothill Blvd 40 Yes
141 Mill Street Bordwell Avenue Waterman Avenue 40 Yes
142 Miramonte Avenue 23rd Street Marshall Blvd 35 Yes
143 Mountain Avenue 39th Street 40th Street 35 Yes
144 Northpark Boulevard University Parkway Little Mountain Drive 40 Yes 145 Northpark Boulevard Little Mountain Drive Electric Avenue 40 Yes 146 Perris Hill Park Road Pacific Street 21st Street 40 Yes 2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
42 Table 4 - Street Segments Maintaining Posted Speed Limit ID Street From To
Speed
Limit
14-Year
Extension
Applied in
this Survey
147 Redlands Boulevard Hunts Lane Gardena Street 40 Yes 148 Redlands Boulevard Gardena Street East City Limits 45 Yes 149 San Bernardino Avenue Tippecanoe Avenue Mt. View Avenue 45 Yes 150 Sierra Way Mill Street Rialto Avenue 40 Yes
151 Sierra Way 30th Street 40th Street 35 Yes
152 Sierra Way 40th Street 48th Street 40 Yes
153 Sterling Avenue Highland Avenue Pumalo Street 40 Yes 154 Tippecanoe Avenue 9th Street Baseline Street 45 Yes 155 Waterman Avenue Central Avenue Rialto Avenue 45 Yes 156 Waterman Avenue Rialto Avenue Highland Avenue 40 Yes 157 Waterman Avenue Highland Avenue 30th Street 40 Yes
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
43 Segments with Special Conditions
This section is meant to further explain the use of special conditions to lower the recommended speed limit lower than the 85th Percentile speed. These special conditions include the following:
▪ Conditions Not Readily Apparent to Motorists
▪ Safety Corridors
▪ Land or Facilities that Generate High Concentrations of Pedestrians ▪ Retain Adopted or Immediately Prior Speed Limits
Conditions Not Readily Apparent to Motorists
The following segments surveyed had recommended speed limits that were 5 miles per hour (mph) or more above or below the 85th percentile speed due to conditions not readily apparent to the driver.
Each segment is discussed below.
Segment 7 – 5th Street – Sierra Way to Pedley Road
This segment is currently posted at 40 mph and has one through lane in each direction with an ADT of 10,915 vehicles per day. The adjacent land is residential, commercial, a school, and a park along the
1.00-mile-long segment. The 85th percentile speed is 46 mph and would normally justify a 45 mph posted speed limit. However, due to hidden driveways, uncontrolled crosswalk, and sidewalk gaps that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. This segment has as a safety corridor and an additional 5 mph reduction can be applied. It is recommended that the speed limit be posted at 35 mph for the above reason. This recommendation falls within the limitations requiring the recommendation be no more than 12mph under the 85th percentile speed. In addition, 25 mph school zones are recommended to remain in place per Section 22352 of the California Vehicle Code.
Segment 9 – 16th Street – University Parkway to Medical Center Drive This segment currently has no posted speed limit and has two through lanes in each direction with an ADT of 5,451 vehicles per day. The adjacent land is residential along the 0.74-mile-long segment. The 85th percentile speed is 41 mph and would normally justify a 40 mph posted speed limit. However, due to moderate pedestrian use and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit be posted at 35 mph for the above reason.
Segment 11 – 28th Street – H Street to Waterman Avenue
This segment is currently posted at 25 mph and has one through lane in each direction with an ADT of 2,232 vehicles per day. The adjacent land is residential and a school along the 1.26-mile-long segment.
The 85th percentile speed is 31 mph and would normally justify a 30 mph posted speed limit. However, due to moderate pedestrian use and uncontrolled crosswalk that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. This segment has as a safety corridor and an additional 5 mph reduction can be applied. It is recommended that the speed limit remain posted at 25 mph for the above reason. This recommendation falls within the limitations requiring the recommendation be no more than 12mph under the 85th percentile speed. In addition, 25 mph school zones are recommended to remain in place per Section 22352 of the California Vehicle Code. 2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
44 Segment 12 – 40th Street – Waterman Avenue to Golden Avenue This segment is currently posted at 45 mph and has one to two through lanes in each direction with an ADT of 8,040 vehicles per day. The adjacent land is residential and park along the 1.00-mile-long segment. The 85th percentile speed is 52 mph and would normally justify a 50 mph posted speed limit.
However, due to moderate pedestrian use and uncontrolled crosswalk that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 45 mph for the above reason.
Segment 21 – Campus Parkway – Kendall Drive to Devils Canyon Road This segment currently has no posted speed limit and has two through lanes in each direction, a raised median, and a bike lane with an ADT of 3,881 vehicles per day. The adjacent land is residential along the
0.71-mile-long segment. The 85th percentile speed is 52 mph and would normally justify a 50 mph posted speed limit. However, due to moderate pedestrian use that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit be posted at 45 mph for the above reason.
Segment 24 – Commercial Road – Waterman Avenue to Steele Road This segment is currently posted at 25 mph and has one through lane in each direction with an ADT of 2,326 vehicles per day. The adjacent land is industrial and residential along the 0.25-mile-long segment.
The 85th percentile speed is 32 mph and would normally justify a 30 mph posted speed limit. However, due to moderate pedestrian use that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain posted at 25 mph for the above reason.
Segment 37 – Electric Avenue – Mountain View Avenue to Northpark Boulevard This segment is currently posted at 35 mph and 40 mph and has one through lane in each direction and a bike lane with an ADT of 9,112 vehicles per day. The adjacent land is residential and school along the
0.99-mile-long segment. The 85th percentile speed is 41 mph and would normally justify a 40 mph posted speed limit. However, due to residential density and uncontrolled crosswalk that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. This segment has as a safety corridor and an additional 5 mph reduction can be applied. It is recommended that the speed limit be posted at 30 mph for the above reason. This recommendation falls within the limitations requiring the recommendation be no more than 12mph under the 85th percentile speed. In addition, 25 mph school zones are recommended to remain in place per Section 22352 of the California Vehicle Code.
Segment 52 – Hospitality Lane – Waterman Avenue to Tippecanoe Avenue This segment is currently posted at 35 mph and has two through lanes in each direction, a raised median, and a bus lane with an ADT of 8,916 vehicles per day. The adjacent land is commercial along the
1.11-mile-long segment. The 85th percentile speed is 36 mph and would normally justify a 35 mph posted speed limit. However, due to a high collision rate that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit be posted at 30 mph for the above reason.
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
45 Segment 53 – Hunts Lane – Washington Street to Commercial Road This segment is currently posted at 40 mph and has two through lanes in each direction with an ADT of 10,528 vehicles per day. The adjacent land is residential along the 0.52-mile-long segment. The 85th percentile speed is 45 mph and would normally justify a 45 mph posted speed limit. However, due to uncontrolled crosswalk that may not be apparent to unfamiliar drivers, a lower speed limit is prudent.
This segment has as a safety corridor and an additional 5 mph reduction can be applied. It is recommended that the speed limit be posted at 35 mph for the above reason. This recommendation falls within the limitations requiring the recommendation be no more than 12mph under the 85th percentile speed.
Segment 59 – Lena Road – Mill Street to 3rd Street
This segment currently has no posted speed limit and has two through lanes in each direction with an ADT of 3,546 vehicles per day. The adjacent land is residential and industrial along the 0.87-mile-long segment. The 85th percentile speed is 46 mph and would normally justify a 45 mph posted speed limit.
However, due to high crash history that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. This segment has as a safety corridor and an additional 5 mph reduction can be applied. It is recommended that the speed limit be posted at 35 mph for the above reason. This recommendation falls within the limitations requiring the recommendation be no more than 12mph under the 85th percentile speed.
Segment 76 – Mountain View Avenue – Victoria Street to Highland Avenue This segment is currently posted at 40 mph and has two through lanes in each direction with an ADT of 3,921 vehicles per day. The adjacent land is residential, commercial, and school along the 1.71-mile-long segment. The 85th percentile speed is 42 mph and would normally justify a 40 mph posted speed limit.
However, due to high crash history that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. This segment has as a safety corridor and an additional 5 mph reduction can be applied. It is recommended that the speed limit be posted at 30 mph for the above reason. This recommendation falls within the limitations requiring the recommendation be no more than 12mph under the 85th percentile speed. In addition, 25 mph school zones are recommended to remain in place per Section 22352 of the California Vehicle Code.
Segment 78 – Mountain View Avenue – Electric Avenue to Hill Drive/Pinehurst Court This segment is currently posted at 35 mph and has one through lane in each direction with an ADT of 4,541 vehicles per day. The adjacent land is residential along the 1.29-mile-long segment. The 85th percentile speed is 36 mph and would normally justify a 35 mph posted speed limit. However, due to residential density and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit be posted at 30 mph for the above reason.
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
46 Segment 79 – North Little League Drive – 600’ South of West Little League Drive to O’Rourke Avenue This segment is currently posted at 25 mph and has one through lane in each direction with an ADT of 3,013 vehicles per day. The 85th percentile speed is 40 mph and would normally justify a 40 mph posted speed limit. However, due to uncontrolled crosswalks and hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. Additionally, the adjacent land includes North Vermont Elementary School, the Little League Western Region Complex, residential, and entrance to hiking and mountain biking trails. This land use meets the land use requirements to establish a land or facility that generates high concentrations of pedestrians and bicyclists. Therefore, a 10 mph reduction can be implemented. It is recommended that the speed limit be posted at 30 mph for the above reason.
This recommendation falls within the limitations requiring the recommendation be no more than 12mph under the 85th percentile speed. In addition, 25 mph school zones are recommended to remain in place per Section 22352 of the California Vehicle Code.
Segment 84 – Orange Street – Highland Avenue to Piedmont Drive This segment is currently posted at 35 mph and has one through lane in each direction with an ADT of 4,533 vehicles per day. The adjacent land is residential and fire station along the 0.53-mile-long segment. The 85th percentile speed is 43 mph and would normally justify a 40 mph posted speed limit by rounding down using the California MUTCD Option 2. Since the 2016 E&T Survey, this segment has not added any additional through lanes and the speed limit was properly set by an E&T Survey. This segment was identified by the City to apply Section 22358.8 of the California Vehicle Code to retain the existing speed limit from the 2016 E&TS to keep the speed limit posted at 35 mph. See table 1 for more discussion and application
Segment 87 – Palm Avenue (East) – Atlantic Avenue to Piedmont Drive This segment is currently posted at 35 mph and has one to two through lanes in each direction and a bike lane with an ADT of 7,901 vehicles per day. The adjacent land is residential and commercial along the 0.65-mile-long segment. The 85th percentile speed is 35 mph and would normally justify a 35 mph posted speed limit. However, due to uncontrolled crosswalk that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit be posted at 30 mph for the above reason. In addition, 25 mph school zones are recommended to remain in place per Section 22352 of the California Vehicle Code.
Segment 90 – Pepper Avenue – Mill Street to Madrona Street This segment is currently posted at 45 mph and has one to two through lane in each direction with an ADT of 18,682 vehicles per day. The adjacent land is residential, commercial, and school along the 1.71- mile-long segment. The 85th percentile speed is 46 mph and would normally justify a 45 mph posted speed limit. However, due to moderate pedestrian use and uncontrolled crosswalk that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. This segment has as a safety corridor and an additional 5 mph reduction can be applied. It is recommended that the speed limit be posted at 35 mph for the above reason. This recommendation falls within the limitations requiring the recommendation be no more than 12mph under the 85th percentile speed. In addition, 25 mph school zones are recommended to remain in place per Section 22352 of the California Vehicle Code.
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
47 Segment 97 – Rialto Avenue – Waterman Avenue to Lena Road This segment currently has no posted speed limit and has two through lanes in each direction with an ADT of 5,881 vehicles per day. The adjacent land is residential and commercial along the 0.62-mile-long segment. The 85th percentile speed is 45 mph and would normally justify a 45 mph posted speed limit.
However, due to high crash history that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. This segment has as a safety corridor and an additional 5 mph reduction can be applied. It is recommended that the speed limit be posted at 35 mph for the above reason. This recommendation falls within the limitations requiring the recommendation be no more than 12mph under the 85th percentile speed.
Segment 98 – Rialto Avenue – Lena Road to Tippecanoe Avenue This segment is currently posted at 25 mph and has one through lane in each direction with an ADT of 4,061 vehicles per day. The adjacent land is residential along the 0.46-mile-long segment. The 85th percentile speed is 37 mph and would normally justify a 35 mph posted speed limit. However, due to residential density that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. This segment has as a safety corridor and an additional 5 mph reduction can be applied. It is recommended that the speed limit remain posted at 25 mph for the above reason. This recommendation falls within the limitations requiring the recommendation be no more than 12mph under the 85th percentile speed.
Additional 5 mph Speed Reductions
Using CVC Section 22358.7, if a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine and declare a prima facie speed limit that has been reduced an additional five miles per hour if the portion of the highway has been designated as a safety corridor or a land or facility that generates high concentrations of pedestrians.
Safety Corridors
The Safety Corridor Analysis identified 114 roadway segments to be established as Safety Corridors. The recommendations set forth using this section meet the following required thresholds:
1. Safety Corridor cannot Exceed 1/5 of the total roadway network.
The total roadway network in the City of San Bernardino is 616.4 miles, establishing a maximum safety corridor network length of 123.28 miles. The established safety corridor network includes 120.6 miles of roadway, which is within the 1/5 total roadway network threshold.
2. Safety Corridors will include at least 25% of Fatal and Severe Injury Crashes In the last 5 years, there have been 218 fatal and severe injury crashes in the City, establishing a minimum of 55 crashes that should be included in the City’s safety corridors. The established safety corridor network includes 93 crashes which is within the threshold.
Among the 114 roadway segments identified as safety corridors, 71 roadway segments used the additional 5 mph speed reduction when establishing the recommended speed limit. 114 segments are listed in Table 5 and identify if the recommendation used an additional 5 mph reduction using the safety corridor designation in establishing the speed limit.
Table 5- Segments Identified as Safety Corridors
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
48 Table 5 – Segments Identified as Safety Corridors
ID Street Segment
Additional
Reduction
Applied
1 2nd Street Mt. Vernon Ave to Waterman Ave Yes
3 3rd Street Waterman Ave to Lena Rd Yes
4 3rd Street Lena Rd to Leland Norton Way No
5 3rd Street Leland Norton Way to Victoria Ave Yes
6 5th Street H St to Sierra Way Yes
7 5th Street Sierra Way to Pedley Rd Yes
8 6th Street Del Rosa Dr to 200' E/O Victoria Ave No
10 21st Street Waterman Ave to Perris Hill Park Rd Yes 11 28th Street H St to Waterman Ave No
13 Arden Avenue Pacific St to Highland Ave Yes
14 Arrowhead Ave Highland Ave to Kendall Dr Yes
15 Auto Center Drive Showcase Dr S to E St No
16 Baseline Street Meridian Ave to California St Yes 18 Baseline Street H St to Sierra Way No
19 Cajon Boulevard California St to 23rd St Yes
20 California Street Baseline St to Cajon Blvd No
22 Central Avenue 100' E/O Valley View Ave to Mountain View Ave Yes 25 D Street 6th St to 28th St Yes
26 Del Rosa Avenue 6th St to Baseline St Yes
27 Del Rosa Avenue Del Rosa Dr to Marshall Blvd Yes
28 Del Rosa Avenue Marshall Blvd to 39th St Yes
30 E Street Century Ave to Mill St Yes
31 E Street Mill St to Rialto Ave Yes
32 E Street Rialto Ave to 8th St Yes
33 E Street 8th St to Baseline St Yes
34 E Street Baseline St to Highland Ave Yes
35 E Street Highland Ave 30th St Yes
36 E Street 30th St to Kendall Dr Yes
37 Electric Ave Mountain View Ave to Northpark Blvd Yes 38 Eucalyptus Ave Mill St to Rialto Ave Yes
40 G Street Mill St to 3rd St Yes
41 H Street 3rd St to 6th St Yes
43 Highland Avenue West Boundary (~2664' West of Macy St) to Macy St Yes 44 Highland Avenue Macy St to Medical Center Dr Yes
45 Highland Avenue Medical Center Dr to Muscupiab e Ave Yes 46 Highland Avenue Muscupiab e Ave to E St Yes
47 Highland Avenue E St to Sierra Way No
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
49 Table 5 – Segments Identified as Safety Corridors
ID Street Segment
Additional
Reduction
Applied
48 Highland Avenue Arden Ave to Victoria Ave Yes
49 Highland Avenue Victoria Ave to Bradford Ave Yes
51 Hospitality Ln E St To Waterman Ave Yes
53 Hunts Lane Washington St to Commercial Rd Yes
55 Kendall Drive E St to 40th St Yes
56 Kendall Drive 40th St to University Pkwy Yes
57 Kendall Drive University Pkwy to Palm Ave Yes
58 Lena Road Orange Show Rd to Central Ave Yes
59 Lena Road Mill St to 3rd St Yes
60 Little Mountain Drive 27th St to Edgehill Rd Yes
61 Little Mountain Drive Edgehill Rd to 1300' S/O Sheridan Rd Yes 62 Little Mountain Drive 1300' S/O Sheridan Rd to Northpark Blvd Yes 63 Lynwood Drive Valencia Ave to Del Rosa Ave Yes
64 Macy Street Highland Ave to North City Limits Yes
65 Marshall Boulevard Ladera Rd to Waterman Ave Yes
66 Massachusetts Ave Baseline St to Highland Ave Yes
67 Medical Center Drive 5th St to Baseline St Yes
68 Medical Center Drive Baseline St to Cajon Blvd Yes
69 Mill Street Eucalyptus Ave to Macy St Yes
70 Mill Street Waterman Ave to Tippecanoe Ave Yes
71 Morgan Road Melbourne Rd to Yardley St Yes
72 Mt. Vernon Avenue Rialto Ave to 7th St Yes
73 Mt. Vernon Avenue Grant Ave to Rialto Ave No
74 Mt. Vernon Avenue 7th St to 21st St Yes
76 Mt. View Avenue Victoria St to Highland Ave Yes
77 Mt. View Avenue Highland Ave to Electric Ave Yes
81 Orange Show Road E St to Arrowhead Ave No
86 Palm Avenue Belmont Ave to Melvin Ave Yes
88 Parkdale Drive Mountain View Ave to Valencia Ave Yes 89 Pepper Avenue Randall Dr to Mill St Yes
90 Pepper Avenue Mill St to North City Limits Yes
93 Rialto Avenue Eucalyptus Ave to Mt. Vernon Ave Yes
94 Rialto Avenue Mt. Vernon Ave to G St Yes
95 Rialto Avenue G St to Sierra Way No
96 Rialto Avenue Sierra Way to Waterman St No
97 Rialto Avenue Waterman St to Lena Rd Yes
98 Rialto Avenue Lena Rd to Tippecanoe Ave Yes
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
50 Table 5 – Segments Identified as Safety Corridors
ID Street Segment
Additional
Reduction
Applied
99 Sierra Way 5th St to 30th St Yes
100 State Street University Pkwy to Sheridan Rd No
101 Tippecanoe Avenue Harriman Pl to San Bernardino Ave Yes 102 Tippecanoe Avenue San Bernardino Ave to 3rd St Yes
103 University Parkway Highland Ave to Baseline St Yes
104 University Parkway Cajon Blvd to Northpark Blvd Yes 105 Valencia Avenue 21st St to 30th St Yes
106 Valencia Avenue 30th St to 40th St Yes
108 W. Little League Drive N. Little League Dr to Palm Ave Yes 109 Waterman Avenue Barton Rd to Central Ave No
110 9Th St Medical Center Dr To H St No
111 9Th St H St To Sierra Way No
112 9Th St Sierra Way To Waterman Ave No
113 9Th St Waterman Ave To 600' E/O Preston St No
115 30Th St Little Mountain Dr To Valencia Ave No
116 40Th St Kendall Dr To Electric Ave No
117 40Th St Electric Ave To Waterman Ave No
121 Arrowhead Ave 7Th St To Highland Ave No
123 Baseline St Medical Center Dr To H St No
124 Baseline St Sierra Way To Del Rosa Ave No
126 Foothill Dr Del Rosa Ave To Arden Ave No
127 G St 6Th St To 140' North Of 29Th St No
130 Golden Ave Highland Ave To Lynwood Dr No
132 Hallmark Pkwy University Pkwy To Lexington Pkwy No
133 Highland Ave Sierra Way To Valencia Ave No
134 Highland Ave Valencia Ave To Arden Ave No
136 Inland Center Dr E St To 1570' Sw/O I St No
137 K St Mill St To Rialto Ave No
139 Meridian Ave Randall Ave To Mill St No
141 Mill St Bordwell Ave To Waterman Ave No
143 Mountain Ave 39Th St To 40Th St No
146 Perris Hill Park Rd Pacific St To 21St St No
147 Redlands Blvd Hunts Ln To Gardena St No
148 Redlands Blvd Gardena St To East City Limits No
149 San Bernardino Ave Tippecanoe Ave To Mt. View Ave No 150 Sierra Way Mill St To Rialto Ave No
151 Sierra Way 30Th St To 40Th St No
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
51 Table 5 – Segments Identified as Safety Corridors
ID Street Segment
Additional
Reduction
Applied
155 Waterman Ave Central Ave To Rialto Ave No
156 Waterman Ave Rialto Ave To Highland Ave No
157 Waterman Ave Highland Ave To 30Th St No
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
52 Land or Facilities that Generate High Concentrations of Pedestrians The following segment surveyed had a recommended speed limit that added an additional 5 miles per hour (mph) reduction due to conditions that define the segment as a Land or Facility that Generates High Concentrations of Bicyclists or Pedestrians.
Segment 79 – North Little League Drive – 600’ South of West Little League Drive to O’Rourke Avenue This segment is currently posted at 25 mph and has one through lane in each direction with an ADT of 3,013 vehicles per day. The 85th percentile speed is 40 mph and would normally justify a 40 mph posted speed limit. However, due to due to uncontrolled crosswalks and hidden driveways, a lower speed limit is prudent. Additionally, the adjacent land includes North Vermont Elementary School, the Little League Western Region Complex, residential, and entrance to hiking and mountain biking trails. This land use meets the land use requirements to establish a land or facility that generates high concentrations of pedestrians and bicyclists. Therefore, a 10 mph reduction can be implemented. It is recommended that the speed limit be posted at 30 mph for the above reason. This recommendation falls within the limitations requiring the recommendation be no more than 12mph under the 85th percentile speed.
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
53 Retain Currently Adopted or Restore Immediately Prior Speed Limit Application Using CVC Section 22358.8, a new section added due to AB 43, after completing an E&T Survey, the City can choose to keep the currently adopted speed limits or use the immediately prior adopted speed limit.
This decision is made by the City after an Engineering and Traffic Survey has been completed and is applicable if each of the following three conditions are met:
1. The agency identifies that the posted speed limit is reasonable or safe
2. An Engineer has verified that no general purpose lanes have been added
3. The speed limit was established with an Engineering and Traffic Survey The recommendations set forth using this section are considered separate from the E&TS Recommendations. After the E&TS recommendations have been made, City staff and an Engineer may decide that the posted speed limit is appropriate and can retain currently adopted or restore immediately prior speed limits set by previous E&T Surveys. Segments using CVC Section 22358.8 for the recommended speed limit are identified in Table 6. The E&T Recommendation is identified as the “Initial Recommendation” and the City’s recommendation applying CVC Section 22358.8 is identified as the “Final Recommended Speed.”
When the 2025 adopted E&TS expires after 7 years, a new E&TS will be prepared to recertify the speed limits. For segments in the 2025 E&TS that applied CVC Section 22358.8 shown in Table 6, and the City wishes to use the previous E&T recommendation using 22358.8 as justification to maintain the speed limits in the future, the “Initial Recommendation” identified in Table 6 shall be the E&T Recommended Speed Limit that should be referenced as the previous speed limit established by an E&T Survey. Table 6’s “Final Recommended Speed” shall not be referred as the speed limit recommendation established using an E&TS for the purpose of using CVC Section 22358.8 to maintain the currently adopted speed limit when the speed limits are recertified in 2031 or 2038.
Table 6- Street Segments Using AB 43 via CVC Section 22358.8 ID Segment
Prev.
E&T
Speed
Rec.
Year
of
Prev.
E&T
2024
85%
Speed
Init.
Rec.
Initial
Justification
CVC
22358.8
Criteria CVC
22358.8
Applied
Final
Rec.
Speed 1 2 3
84 Orange St from Highland
Ave to Piedmont Dr 35 2016 43 40
California
MUTCD
Option 2
X X X Yes 35
CVC 22358.8 Criteria
1. The agency identifies that the posted speed limit is reasonable or safe
2. An Engineer has verified that no general purpose lanes have been added
3. The speed limit was established with an Engineering and Traffic Survey
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
APPENDIX A
Street Segment Data
2025 ENGINEERING AND TRAFFIC SURVEY 1Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/13/2024
Time of Speed Survey 10:59 AM
85th Percentile Speed 39
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 72
Posted Speed Limit 35
Total Crashes 8
Statewide Average Crash Rate 0.96 Crash Rate 0.17
On-Street Parking Both Sides
Length of Segment 2.01
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Residential, Commercial
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 21,431
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks @ Allen
Date of ADT 10/17/2023
4/1/2021-3/31/2024Date Range
STREET 2nd St
FROM Mt. Vernon Ave TO Waterman Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair-Poor
Lighting Both Sides
2016 ET Speed Limit 35 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Mt Vernon, Metrolink, L, I, I-215 N&S, G, F, E, D, Arrowhead, Sierra, Waterman; Stop @ K
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 2Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/13/2024
Time of Speed Survey 11:41 AM
85th Percentile Speed 42
50th Percentile Speed 37
10 mph Pace 33-42
Percentage of Vehicles in Pace 70
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.96 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 0.36
Sidewalks Both Sides
Driveways Both Sides
Width 54
Adjacent Land Use Residential, Park, National Guard, Fire Station Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5,969
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/17/2023
4/1/2021-3/31/2024Date Range
STREET 3rd St
FROM Sierra Way TO Waterman St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair-Poor
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Sierra, Waterman
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 3Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 10/31/2023
Time of Speed Survey 2:38 PM
85th Percentile Speed 47
50th Percentile Speed 42
10 mph Pace 38-47
Percentage of Vehicles in Pace 67
Posted Speed Limit 45
Total Crashes 2
Statewide Average Crash Rate 0.96 Crash Rate 0.27
On-Street Parking None
Length of Segment 0.61
Sidewalks South Side Only
Driveways Both Sides
Width 74
Adjacent Land Use Residential, Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 11,018
Number of Lanes 4 Lanes + Bike Lane
Marked Uncontrolled X-Walks @ Ida
Date of ADT 10/17/2023
4/1/2021-3/31/2024Date Range
STREET 3rd St
FROM Waterman Ave TO Lena Rd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting South Side
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Lena, Waterman
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 4Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 10/31/2023
Time of Speed Survey 2:18 PM
85th Percentile Speed 44
50th Percentile Speed 38
10 mph Pace 34-43
Percentage of Vehicles in Pace 71
Posted Speed Limit 45
Total Crashes 6
Statewide Average Crash Rate 0.96 Crash Rate 0.22
On-Street Parking None
Length of Segment 1.14
Sidewalks South Side Only
Driveways Both Sides
Width 70
Adjacent Land Use Industrial, Residential
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 21,490
Number of Lanes 4 Lanes + Bike Lane
Marked Uncontrolled X-Walks None
Date of ADT 10/17/2023
4/1/2021-3/31/2024Date Range
STREET 3rd St
FROM Lena Rd TO Leland Norton Way
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Leland Norton, Del Rosa , Tippecanoe, Lena %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 5Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 10/31/2023
Time of Speed Survey 1:49 PM
85th Percentile Speed 56
50th Percentile Speed 49
10 mph Pace 42-51
Percentage of Vehicles in Pace 56
Posted Speed Limit NP
Total Crashes 3
Statewide Average Crash Rate 1.40 Crash Rate 0.16
On-Street Parking None
Length of Segment 1.26
Sidewalks South Side Only
Driveways South Side Only
Width 72
Adjacent Land Use Industrial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 50
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 13,994
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/17/2023
4/1/2021-3/31/2024Date Range
STREET 3rd St
FROM Leland Norton Way TO Victoria Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting South Side E/O Leonard
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Victoria, Hanger, Leonard, Sterling, Leland Norton %
Total 2
Speed Related 1
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 12.1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 6Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 10/31/2023
Time of Speed Survey 3:06 PM
85th Percentile Speed 37
50th Percentile Speed 33
10 mph Pace 29-38
Percentage of Vehicles in Pace 87
Posted Speed Limit NP
Total Crashes 12
Statewide Average Crash Rate 0.96 Crash Rate 0.51
On-Street Parking None
Length of Segment 0.89
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 24,164
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/17/2023
4/1/2021-3/31/2024Date Range
STREET 5th St
FROM H St TO Sierra Way
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Sierra, Mt. View, Arrowhead, D, E, F, G, H %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 7Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/23/2024
Time of Speed Survey 3:59 PM
85th Percentile Speed 46
50th Percentile Speed 39
10 mph Pace 34-43
Percentage of Vehicles in Pace 65
Posted Speed Limit 40
Total Crashes 2
Statewide Average Crash Rate 1.24 Crash Rate 0.17
On-Street Parking Both Sides
Length of Segment 1.00
Sidewalks Partial Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential, School, Commercial, Park Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Hidden Driveways, Uncontrolled Crosswalk, Sidewalk Gaps & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 10,915
Number of Lanes 4 Lanes + TWLTL W/O Waterman, 2 Lanes E/O Waterman Marked Uncontrolled X-Walks @ Pedley
Date of ADT 10/17/2023
4/1/2021-3/31/2024Date Range
STREET 5th St
FROM Sierra Way TO Pedley Rd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Sierra, Waterman
%
Total 1
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 9
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 8Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/23/2024
Time of Speed Survey 3:25 PM
85th Percentile Speed 43
50th Percentile Speed 38
10 mph Pace 34-43
Percentage of Vehicles in Pace 75
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 1.618 Crash Rate 0.00
On-Street Parking Partial, Both Sides
Length of Segment 1.42
Sidewalks Partial Both Sides
Driveways Both Sides
Width 32
Adjacent Land Use Industrial, Residential
Field Study By NS Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2,705
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/17/2023
4/1/2021-3/31/2024Date Range
STREET 6th St
FROM Del Rosa Dr TO 200' E/O Victoria Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve No
Horizontal Curve No
Visibility Good
Roadway Conditions Poor
Lighting Partial South Side
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Del Rosa, Stop @ Sterling
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 9Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/13/2024
Time of Speed Survey 3:12 PM
85th Percentile Speed 41
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 74
Posted Speed Limit NP
Total Crashes 2
Statewide Average Crash Rate 0.96 Crash Rate 0.45
On-Street Parking Both Sides
Length of Segment 0.74
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Hidden Driveways, Moderate Pedestrian Use
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5,451
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 8/20/2024
4/1/2021-3/31/2024Date Range
STREET 16th St
FROM University Pkwy TO Medical Center Dr
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
Type of Traffic Control Stop @ University, California; TS @ Medical Center %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 10Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/22/2024
Time of Speed Survey 1:16 PM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 71
Posted Speed Limit 35
Total Crashes 2
Statewide Average Crash Rate 0.96 Crash Rate 0.36
On-Street Parking Both Sides
Length of Segment 0.55
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential, Hospital, Park
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 9,233
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks @ Kenwood
Date of ADT 11/1/2023
4/1/2021-3/31/2024Date Range
STREET 21st St
FROM Waterman Ave TO Perris Hill Park Rd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 35 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Waterman, Valencia
%
Total 1
Speed Related 1
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 23.8
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 11Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/22/2024
Time of Speed Survey 3:25 PM
85th Percentile Speed 31
50th Percentile Speed 27
10 mph Pace 22-31
Percentage of Vehicles in Pace 79
Posted Speed Limit 25
Total Crashes 1
Statewide Average Crash Rate 1.68 Crash Rate 0.32
On-Street Parking Both Sides
Length of Segment 1.26
Sidewalks Both Sides
Driveways Both Sides
Width 38
Adjacent Land Use Residential, School
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 25
Moderate Pedestrian Use, Uncontrolled Crosswalk
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2,232
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks @ Wall, Belle
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET 28th St
FROM H St TO Waterman Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ E; Stop @ Arrowhead, Mt. View, Sierra Way; Stop @ H %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 12Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/20/2024
Time of Speed Survey 2:17 PM
85th Percentile Speed 52
50th Percentile Speed 47
10 mph Pace 41-50
Percentage of Vehicles in Pace 67
Posted Speed Limit 45
Total Crashes 8
Statewide Average Crash Rate 0.96 Crash Rate 0.91
On-Street Parking Both Sides
Length of Segment 1.00
Sidewalks Partial S/S, None N/S
Driveways Both Sides
Width 54
Adjacent Land Use Residential, Park
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 45
Uncontrolled Crosswalk, Moderate Pedestrian Use
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 8,040
Number of Lanes 2-4 Lanes
Marked Uncontrolled X-Walks @ Golden
Date of ADT 11/9/2023
4/1/2021-3/31/2024Date Range
STREET 40th St
FROM Waterman Ave TO Golden Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Waterman ; Stop @ Valencia %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 13Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/16/2024
Time of Speed Survey 2:18 PM
85th Percentile Speed 42
50th Percentile Speed 36
10 mph Pace 31-40
Percentage of Vehicles in Pace 70
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.94 Crash Rate 0.54
On-Street Parking West Side
Length of Segment 0.49
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential, Park, School
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 10,427
Number of Lanes 3 Lanes + TWLTL + Bike Lane
Marked Uncontrolled X-Walks None
Date of ADT 11/7/2023
4/1/2021-3/31/2024Date Range
STREET Arden Ave
FROM Pacific St TO Highland Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Pacific, 20Th, I-210, Highland %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations YES
Safety Factor per mile 2.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 14Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/21/2024
Time of Speed Survey 2:39 PM
85th Percentile Speed 39
50th Percentile Speed 34
10 mph Pace 30-39
Percentage of Vehicles in Pace 67
Posted Speed Limit 35
Total Crashes 7
Statewide Average Crash Rate 0.96 Crash Rate 1.27
On-Street Parking Both Sides
Length of Segment 1.73
Sidewalks Both Sides
Driveways Both Sides
Width 56
Adjacent Land Use Residential, Commercial, School
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2,916
Number of Lanes 2 Lanes + Bike Lanes
Marked Uncontrolled X-Walks None
Date of ADT 11/2/2023
4/1/2021-3/31/2024Date Range
STREET Arrowhead Ave
FROM Highland Ave TO Kendall Dr
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair- Dwys
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Highland, 26Th, 30Th, Marshall ; Stop @ 34Th, Thompson, D, 28Th
%
Total 1
Speed Related 0
DUI 1
During School Hours 1
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 7.35
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 15Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/9/2023
Time of Speed Survey 3:40 PM
85th Percentile Speed 38
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 83
Posted Speed Limit NP
Total Crashes 1
Statewide Average Crash Rate 1.68 Crash Rate 0.31
On-Street Parking None
Length of Segment 0.49
Sidewalks South Side Only
Driveways Both Sides
Width 74
Adjacent Land Use Commercial, Industrial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5,988
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/24/2023
4/1/2021-3/31/2024Date Range
STREET Auto Center Dr
FROM Showcase Dr S TO E St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Modreate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ E, I-215
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 16Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 9/12/2024
Time of Speed Survey 12:48PM
85th Percentile Speed 52
50th Percentile Speed 47
10 mph Pace 43-52
Percentage of Vehicles in Pace 68
Posted Speed Limit 55
Total Crashes 10
Statewide Average Crash Rate 1.4 Crash Rate 0.79
On-Street Parking None
Length of Segment 1.00
Sidewalks None
Driveways Both Sides
Width 72
Adjacent Land Use Industrial, Vacant
Field Study By NS Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 45
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 11,583
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 10/26/2023
4/1/2021-3/31/2024Date Range
STREET Baseline St
FROM Meridian Ave TO California St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve No
Horizontal Curve No
Visibility Good
Roadway Conditions Fair
Lighting Partial Both Sides
2016 ET Speed Limit 55 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Meridian, University, California %
Total 4
Speed Related 1
DUI 1
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 23.0
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 17Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 9/12/2024
Time of Speed Survey 12:23PM
85th Percentile Speed 42
50th Percentile Speed 35
10 mph Pace 31-40
Percentage of Vehicles in Pace 65
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 1.4 Crash Rate 0.36
On-Street Parking None
Length of Segment 0.47
Sidewalks Both Sides
Driveways Both Sides
Width
Adjacent Land Use Residential, School, Commercial
Field Study By NS Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 16,155
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 10/26/2023
4/1/2021-3/31/2024Date Range
STREET Baseline St
FROM California St TO Medical Center Dr
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve No
Horizontal Curve No
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
Type of Traffic Control TS @ California, Medical Center %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 18Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/13/2023
Time of Speed Survey 12:37 PM
85th Percentile Speed 37
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 87
Posted Speed Limit NP
Total Crashes 19
Statewide Average Crash Rate 0.96 Crash Rate 0.58
On-Street Parking Both Sides
Length of Segment 0.89
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Commercial, School
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 33,735
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 10/26/2023
4/1/2021-3/31/2024Date Range
STREET Baseline St
FROM H St TO Sierra Way
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ H, G, F, E, D, Arrowhead, Mt. View, Sierra %
Total 2
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 2
Disadvantaged Community YES
School Zone NO
Vulnerable Populations YES
Safety Factor per mile 18.2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 19Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/8/2024
Time of Speed Survey 2:53 PM
85th Percentile Speed 59
50th Percentile Speed 52
10 mph Pace 50-59
Percentage of Vehicles in Pace 52
Posted Speed Limit 55
Total Crashes 1
Statewide Average Crash Rate 0.65 Crash Rate 0.05
On-Street Parking None
Length of Segment 1.40
Sidewalks None
Driveways None
Width 24
Adjacent Land Use Railroad, Vacant, Industrial, Warehouses Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 50
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 13,011
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 8/20/2024
4/1/2021-3/31/2024Date Range
STREET Cajon Blvd
FROM California St TO 23rd St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting None
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control None
%
Total 1
Speed Related 0
DUI 1
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 2.21
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 20Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/8/2024
Time of Speed Survey 12:59 PM
85th Percentile Speed 34
50th Percentile Speed 30
10 mph Pace 26-35
Percentage of Vehicles in Pace 92
Posted Speed Limit 40
Total Crashes 7
Statewide Average Crash Rate 1.68 Crash Rate 0.40
On-Street Parking Both Sides
Length of Segment 2.15
Sidewalks Both Sides
Driveways Both Sides
Width 44
Adjacent Land Use Residential, School(No Sign), Park, Vacant, Industrial Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 7,380
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks @ 19Th, 27Th
Date of ADT 11/1/2023
4/1/2021-3/31/2024Date Range
STREET California St
FROM Baseline St TO Cajon Blvd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair- Dwys
Roadway Conditions Fair
Lighting East Side
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Baseline, Highland ; Stop @ Magnolia, 16Th, 20Th, Cajon %
Total 1
Speed Related 0
DUI 1
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 2.46
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 21Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/13/2023
Time of Speed Survey 1:33 PM
85th Percentile Speed 52
50th Percentile Speed 45
10 mph Pace 41-50
Percentage of Vehicles in Pace 58
Posted Speed Limit NP
Total Crashes 0
Statewide Average Crash Rate 0.94 Crash Rate 0.00
On-Street Parking None
Length of Segment 0.71
Sidewalks Both Sides
Driveways None
Width 80
Adjacent Land Use Residential
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 45
Moderate Pedestrian Use
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3,881
Number of Lanes 4 Lanes + Bike Lane + Raised Median
Marked Uncontrolled X-Walks None
Date of ADT 11/9/2023
4/1/2021-3/31/2024Date Range
STREET Campus Pkwy
FROM Kendall Dr TO Devils Canyon Rd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting On Raised Median
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Kendall; Stop @ Devils Canyon %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 0
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 22Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/22/2024
Time of Speed Survey 11:35 AM
85th Percentile Speed 49
50th Percentile Speed 42
10 mph Pace 39-48
Percentage of Vehicles in Pace 51
Posted Speed Limit 45
Total Crashes 2
Statewide Average Crash Rate 0.96 Crash Rate 0.10
On-Street Parking None
Length of Segment 1.56
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Industrial, Vacant
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 11,548
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 8/20/2024
4/1/2021-3/31/2024Date Range
STREET Central Ave
FROM 100' E/O Valley View Ave/Lena Rd TO Mountain View Ave CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Tippecanoe; Stop @ Mountain %
Total 2
Speed Related 0
DUI 0
During School Hours 1
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 10.9
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 23Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/22/2024
Time of Speed Survey 9:00 AM
85th Percentile Speed 42
50th Percentile Speed 36
10 mph Pace 33-42
Percentage of Vehicles in Pace 61
Posted Speed Limit NP
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 0.55
Sidewalks Both Sides
Driveways Both Sides
Width 38
Adjacent Land Use Industrial, Residential
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 137
Average Daily Traffic (ADT) 2,326
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 8/20/2024
4/1/2021-3/31/2024Date Range
STREET Commercial Rd
FROM Hunts Ln TO Waterman Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Waterman Stop @ Hunts
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 24Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 9/12/2024
Time of Speed Survey 10:08AM
85th Percentile Speed 32
50th Percentile Speed 25
10 mph Pace 23-32
Percentage of Vehicles in Pace 56
Posted Speed Limit 25
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 0.25
Sidewalks Both Sides
Driveways Both Sides
Width 38
Adjacent Land Use Industrial, Residential
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 25
Moderate Pedestrian Use
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2,333
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 9/18/2024
4/1/2021-3/31/2024Date Range
STREET Commercial Rd
FROM Waterman Ave TO Steele Rd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve No
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Waterman; Stop @ Steele
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 25Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/23/2024
Time of Speed Survey 9:00 AM
85th Percentile Speed 41
50th Percentile Speed 35
10 mph Pace 31-40
Percentage of Vehicles in Pace 59
Posted Speed Limit 45
Total Crashes 6
Statewide Average Crash Rate 0.96 Crash Rate 0.86
On-Street Parking Both Sides
Length of Segment 2.22
Sidewalks Both Sides
Driveways Both Sides
Width 54
Adjacent Land Use Residential, Commercial, Police Department, Cemetery, Vaca Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2,881
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/19/2023
4/1/2021-3/31/2024Date Range
STREET D St
FROM 6th St TO 28th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 6Th, 9Th, Baseline, Highland ; Stop @ 13Th, 16Th, 28Th %
Total 1
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 5.15
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 26Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/16/2024
Time of Speed Survey 2:54 PM
85th Percentile Speed 36
50th Percentile Speed 32
10 mph Pace 27-36
Percentage of Vehicles in Pace 73
Posted Speed Limit 45
Total Crashes 1
Statewide Average Crash Rate 0.96 Crash Rate 0.15
On-Street Parking None
Length of Segment 0.76
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use School, Residential, Vacant
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 7,817
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 8/27/2024
4/1/2021-3/31/2024Date Range
STREET Del Rosa Dr
FROM 6th St TO Baseline St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 6, 9, Baseline
%
Total 1
Speed Related 0
DUI 1
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 3.31
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 27Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/20/2024
Time of Speed Survey 10:40 AM
85th Percentile Speed 38
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 81
Posted Speed Limit 40
Total Crashes 18
Statewide Average Crash Rate 0.96 Crash Rate 0.63
On-Street Parking West Side N/O I-210
Length of Segment 1.18
Sidewalks West Side N/O I-210
Driveways Both Sides
Width 64
Adjacent Land Use Commercial, Residential, Fire Station Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 22,096
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 11/7/2023
4/1/2021-3/31/2024Date Range
STREET Del Rosa Ave
FROM Del Rosa Dr TO Marshall Blvd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Del Rosa, Highland, Pumalo, Date, I-210, Lynwood; Stop @ Marshall
%
Total 2
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 2
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 13.8
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 28Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/20/2024
Time of Speed Survey 11:11 AM
85th Percentile Speed 40
50th Percentile Speed 35
10 mph Pace 29-38
Percentage of Vehicles in Pace 77
Posted Speed Limit 45
Total Crashes 1
Statewide Average Crash Rate 0.94 Crash Rate 0.18
On-Street Parking West Side
Length of Segment 0.81
Sidewalks West Side
Driveways Both Sides
Width 50
Adjacent Land Use Residential, Vacant, Commercial
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 6,146
Number of Lanes 2-3 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 11/7/2023
4/1/2021-3/31/2024Date Range
STREET Del Rosa Ave
FROM Marshall Blvd TO 39th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair-Poor
Lighting West Side
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control Stop @ Eureka, Marshall
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 29Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/22/2024
Time of Speed Survey 11:06 AM
85th Percentile Speed 43
50th Percentile Speed 38
10 mph Pace 34-43
Percentage of Vehicles in Pace 68
Posted Speed Limit 40
Total Crashes 1
Statewide Average Crash Rate 0.94 Crash Rate 0.07
On-Street Parking Both Sides
Length of Segment 1.00
Sidewalks Both Sides
Driveways Both Sides
Width 72
Adjacent Land Use Commercial, Business
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 12,712
Number of Lanes 4 Lanes + 2 Bus Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/19/2023
4/1/2021-3/31/2024Date Range
STREET E St
FROM Hunts Ln TO Century Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Hunts, Hospitality, Fairway, Century %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 30Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/9/2023
Time of Speed Survey 3:10 PM
85th Percentile Speed 41
50th Percentile Speed 37
10 mph Pace 32-41
Percentage of Vehicles in Pace 77
Posted Speed Limit 40
Total Crashes 9
Statewide Average Crash Rate 0.94 Crash Rate 0.55
On-Street Parking None
Length of Segment 1.15
Sidewalks Both Sides
Driveways Both Sides
Width 82
Adjacent Land Use Commercial, Business
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 13,024
Number of Lanes 4 Lanes + Raised Median + 2 Bus Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/19/2023
4/1/2021-3/31/2024Date Range
STREET E St
FROM Century Ave TO Mill St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @Mill, N/S Mall, Orange, Chandler, Century, National Orange Show Event Center
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 31Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/9/2023
Time of Speed Survey 2:33 PM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 29-38
Percentage of Vehicles in Pace 76
Posted Speed Limit NP
Total Crashes 3
Statewide Average Crash Rate 0.96 Crash Rate 0.57
On-Street Parking None
Length of Segment 0.59
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Commercial, Railroad, Park
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 8,152
Number of Lanes 2 Lanes + Raised Median + 2 Bus Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/19/2023
4/1/2021-3/31/2024Date Range
STREET E St
FROM Mill St TO Rialto Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Modertae
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Rialto, Valley, Mill, Railroad Xing %
Total 1
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 14.3
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 32Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/9/2023
Time of Speed Survey 1:43 PM
85th Percentile Speed 37
50th Percentile Speed 32
10 mph Pace 27-36
Percentage of Vehicles in Pace 77
Posted Speed Limit 30
Total Crashes 3
Statewide Average Crash Rate 0.96 Crash Rate 0.48
On-Street Parking None
Length of Segment 0.89
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Commercial, Library, Vacant
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 6,380
Number of Lanes 2 Lanes + Raised Median + Bus Lane
Marked Uncontrolled X-Walks None
Date of ADT 10/19/2023
4/1/2021-3/31/2024Date Range
STREET E St
FROM Rialto Ave TO 8th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 8th, 6th, 5th, 4th, 2nd, Rialto %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 33Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/9/2023
Time of Speed Survey 12:50 PM
85th Percentile Speed 41
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 76
Posted Speed Limit 35
Total Crashes 2
Statewide Average Crash Rate 1.68 Crash Rate 0.62
On-Street Parking None
Length of Segment 0.50
Sidewalks Both Sides
Driveways Both Sides
Width 58
Adjacent Land Use Commercial, Industrial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5,896
Number of Lanes 2 Lanes + 2 Bus Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/19/2023
4/1/2021-3/31/2024Date Range
STREET E St
FROM 8th St TO Baseline St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Baseline, 10th, 9th, 8th
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 34Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/9/2023
Time of Speed Survey 12:02 PM
85th Percentile Speed 42
50th Percentile Speed 36
10 mph Pace 32-41
Percentage of Vehicles in Pace 69
Posted Speed Limit 35
Total Crashes 8
Statewide Average Crash Rate 0.96 Crash Rate 0.91
On-Street Parking Both Sides
Length of Segment 1.00
Sidewalks Both Sides
Driveways Both Sides
Width 52
Adjacent Land Use School, Residential, Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 8,042
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks @ 19th, 20th
Date of ADT 10/19/2023
4/1/2021-3/31/2024Date Range
STREET E St
FROM Baseline St TO Highland Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Highland, 18th, 13th, Baseline %
Total 2
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 11
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 35Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/9/2023
Time of Speed Survey 11:35 AM
85th Percentile Speed 40
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 70
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 0.96 Crash Rate 0.21
On-Street Parking Both Sides
Length of Segment 0.69
Sidewalks Both Sides
Driveways Both Sides
Width 54
Adjacent Land Use School, Residential, Cemetary
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 6,299
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks @ 25th
Date of ADT 10/19/2023
4/1/2021-3/31/2024Date Range
STREET E St
FROM Highland Ave TO 30th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sids
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 30th, 28th, Highland
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 36Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/21/2024
Time of Speed Survey 1:19 PM
85th Percentile Speed 43
50th Percentile Speed 36
10 mph Pace 30-39
Percentage of Vehicles in Pace 61
Posted Speed Limit 40
Total Crashes 13
Statewide Average Crash Rate 0.96 Crash Rate 0.69
On-Street Parking Both Sides
Length of Segment 0.78
Sidewalks Both Sides
Driveways Both Sides
Width 54
Adjacent Land Use Residential, Commercial, School
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 21,997
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks @ 33Rd, 35Th
Date of ADT 10/19/2023
4/1/2021-3/31/2024Date Range
STREET E St
FROM 30th St TO Kendall Dr
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 30Th, Marshall, 34Th
%
Total 1
Speed Related 0
DUI 1
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 3.28
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 37Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/21/2024
Time of Speed Survey 3:43 PM
85th Percentile Speed 41
50th Percentile Speed 36
10 mph Pace 32-41
Percentage of Vehicles in Pace 72
Posted Speed Limit 40/
Total Crashes 1
Statewide Average Crash Rate 1.68 Crash Rate 0.10
On-Street Parking West Side Only
Length of Segment 0.99
Sidewalks Both Sides, Partial East Side
Driveways West Side Only
Width 34
Adjacent Land Use Residential, School, Vacant
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Residential Density, Uncontrolled Crosswalk & Safety Corridor mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 9,112
Number of Lanes 2 + Bike Lane
Marked Uncontrolled X-Walks @ 50Th
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET Electric Ave
FROM Mountain View Ave TO Northpark Blvd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 40Th; Stop @ 48Th
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 38Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/13/2024
Time of Speed Survey 9:02 AM
85th Percentile Speed 37
50th Percentile Speed 33
10 mph Pace 27-36
Percentage of Vehicles in Pace 80
Posted Speed Limit 35
Total Crashes 2
Statewide Average Crash Rate 1.68 Crash Rate 0.48
On-Street Parking Both Sides
Length of Segment 0.50
Sidewalks Both Sides
Driveways Both Sides
Width 40
Adjacent Land Use Residential
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 7,580
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/26/2023
4/1/2021-3/31/2024Date Range
STREET Eucalyptus Ave
FROM Mill St TO Rialto Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Mill ; Stop @ Rialto
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 39Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/13/2023
Time of Speed Survey 9:52 AM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 71
Posted Speed Limit NP
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking None
Length of Segment 0.22
Sidewalks None
Driveways None
Width 56
Adjacent Land Use Industrial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 169
Average Daily Traffic (ADT) 3,126
Number of Lanes 2 Lanes + Bike Lane + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 10/19/2023
4/1/2021-3/31/2024Date Range
STREET G St
FROM Inland Center Dr TO Mill St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Mill, Inland
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 40Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/13/2023
Time of Speed Survey 11:59 AM
85th Percentile Speed 36
50th Percentile Speed 32
10 mph Pace 28-37
Percentage of Vehicles in Pace 85
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.94 Crash Rate 0.54
On-Street Parking None
Length of Segment 0.94
Sidewalks Both Sides
Driveways Both Sides
Width 54
Adjacent Land Use Railroad, Commercial, Industrial, Vacant Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5,436
Number of Lanes 3-4 Lanes + Bike Lane + Raised Median/ TWLTL Marked Uncontrolled X-Walks None
Date of ADT 10/19/2023
4/1/2021-3/31/2024Date Range
STREET G St
FROM Mill St TO 3rd St/4th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 3rd, Shopping Center, 2nd, Rialto, Mill %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations YES
Safety Factor per mile 2.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 41Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 10/31/2023
Time of Speed Survey 3:26 PM
85th Percentile Speed 37
50th Percentile Speed 33
10 mph Pace 29-38
Percentage of Vehicles in Pace 80
Posted Speed Limit NP
Total Crashes 2
Statewide Average Crash Rate 0.96 Crash Rate 0.62
On-Street Parking None
Length of Segment 0.35
Sidewalks Both Sides
Driveways Both Sides
Width 58
Adjacent Land Use Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 8,404
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks @ 4th
Date of ADT 10/19/2023
4/1/2021-3/31/2024Date Range
STREET H St
FROM 3rd St TO 6Th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 6th, 5th, 3rd
%
Total 1
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 8.21
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 42Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/20/2024
Time of Speed Survey 12:43 PM
85th Percentile Speed 47
50th Percentile Speed 41
10 mph Pace 38-47
Percentage of Vehicles in Pace 69
Posted Speed Limit NP
Total Crashes 0
Statewide Average Crash Rate 1.24 Crash Rate 0.00
On-Street Parking None
Length of Segment 0.72
Sidewalks East Side Only
Driveways East Side Only
Width 40
Adjacent Land Use Residential, Vacant
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 45
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2,550
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET Harrison St
FROM 35th St TO 40th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting East Side Only
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
Type of Traffic Control Stop @ 40Th
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 43Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/8/2024
Time of Speed Survey 10:50 AM
85th Percentile Speed 55
50th Percentile Speed 49
10 mph Pace 44-53
Percentage of Vehicles in Pace 65
Posted Speed Limit NP
Total Crashes 3
Statewide Average Crash Rate 1.40 Crash Rate 0.48
On-Street Parking None
Length of Segment 0.51
Sidewalks None
Driveways None
Width 60
Adjacent Land Use Residential, Industrial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 50
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 11,144
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET Highland Ave
FROM West Boundary (~2664' West Of Macy St) TO Macy St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting None
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Macy
%
Total 1
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations YES
Safety Factor per mile 5.42
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 44Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 10/31/2023
Time of Speed Survey 10:43 AM
85th Percentile Speed 42
50th Percentile Speed 37
10 mph Pace 30-39
Percentage of Vehicles in Pace 72
Posted Speed Limit NP
Total Crashes 8
Statewide Average Crash Rate 0.96 Crash Rate 0.40
On-Street Parking Both Sides
Length of Segment 0.98
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential, Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 18,805
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 11/1/2023
4/1/2021-3/31/2024Date Range
STREET Highland Ave
FROM Macy St TO Medical Center Dr
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Medical, California, State %
Total 4
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 4
Disadvantaged Community YES
School Zone NO
Vulnerable Populations YES
Safety Factor per mile 31.0
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 45Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 10/31/2023
Time of Speed Survey 11:20 AM
85th Percentile Speed 40
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 75
Posted Speed Limit 35/
Total Crashes 5
Statewide Average Crash Rate 0.96 Crash Rate 0.33
On-Street Parking None
Length of Segment 0.84
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 16,597
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 11/1/2023
4/1/2021-3/31/2024Date Range
STREET Highland Ave
FROM Medical Center Dr TO Muscupiabe Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Heavy
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Muscupiabe, Mt. Vernon, Medical, I-215 %
Total 1
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 3.88
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 46Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 10/31/2023
Time of Speed Survey 11:44 AM
85th Percentile Speed 37
50th Percentile Speed 32
10 mph Pace 27-36
Percentage of Vehicles in Pace 77
Posted Speed Limit 35
Total Crashes 7
Statewide Average Crash Rate 0.96 Crash Rate 0.37
On-Street Parking None
Length of Segment 0.77
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Commercial, School, Residential
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 22,373
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 11/1/2023
4/1/2021-3/31/2024Date Range
STREET Highland Ave
FROM Muscupiabe Ave TO E St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Heavy
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Poor
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ E, G, H, CA-259, Lincoln, Muscupiabe %
Total 2
Speed Related 1
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations YES
Safety Factor per mile 20.6
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 47Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 10/31/2023
Time of Speed Survey 12:08 PM
85th Percentile Speed 34
50th Percentile Speed 30
10 mph Pace 25-34
Percentage of Vehicles in Pace 80
Posted Speed Limit 35
Total Crashes 6
Statewide Average Crash Rate 0.96 Crash Rate 0.51
On-Street Parking None
Length of Segment 0.51
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 21,209
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 11/1/2023
4/1/2021-3/31/2024Date Range
STREET Highland Ave
FROM E St TO Sierra Way
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Heavy
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Poor
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Sierra, Mt. View, Arrowhead, E, D %
Total 1
Speed Related 0
DUI 0
During School Hours 1
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 35.8
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 48Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 10/31/2023
Time of Speed Survey 12:39 PM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 69
Posted Speed Limit NP
Total Crashes 11
Statewide Average Crash Rate 0.96 Crash Rate 0.47
On-Street Parking None
Length of Segment 0.49
Sidewalks Both Sides
Driveways Both Sides
Width 74
Adjacent Land Use Residential, Commericial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 43,750
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 11/1/2023
4/1/2021-3/31/2024Date Range
STREET Highland Ave
FROM Arden Ave TO Victoria Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Victoria, Arden, I-210 East %
Total 3
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 3
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 45.3
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 49Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 10/31/2023
Time of Speed Survey 1:00 PM
85th Percentile Speed 40
50th Percentile Speed 35
10 mph Pace 31-40
Percentage of Vehicles in Pace 72
Posted Speed Limit NP
Total Crashes 8
Statewide Average Crash Rate 0.96 Crash Rate 0.26
On-Street Parking None
Length of Segment 1.21
Sidewalks Both Sides
Driveways Both Sides
Width 75
Adjacent Land Use Residential, Commercial, School, Vacant Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 23,622
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 11/1/2023
4/1/2021-3/31/2024Date Range
STREET Highland Ave
FROM Victoria Ave TO Bradford Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Palm, Orange, Central, Victoria, REAL Journey %
Total 1
Speed Related 0
DUI 0
During School Hours 1
Pedestrian and Bicycle 1
Disadvantaged Community NO
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 15.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 50Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/21/2024
Time of Speed Survey 11:09 AM
85th Percentile Speed 34
50th Percentile Speed 30
10 mph Pace 25-34
Percentage of Vehicles in Pace 85
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 0.62
Sidewalks North Side
Driveways Both Sides
Width 52
Adjacent Land Use Residential, School
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 165
Average Daily Traffic (ADT) 1,921
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks @ Magnolia, 4Th
Date of ADT 11/14/2023
4/1/2021-3/31/2024Date Range
STREET Hill Dr
FROM Magnolia Dr TO H St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 35 mph
State Registration Number
TR 2933
Type of Traffic Control Stop @ H
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 51Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 10/25/2024
Time of Speed Survey 9:10AM
85th Percentile Speed 38
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 69
Posted Speed Limit 35
Total Crashes 2
Statewide Average Crash Rate 1.23 Crash Rate 0.26
On-Street Parking None
Length of Segment 0.83
Sidewalks Both Sides
Driveways Both Sides
Width 70
Adjacent Land Use University, Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 8,447
Number of Lanes 4+Bus Lane+Raised Median
Marked Uncontrolled X-Walks None
Date of ADT 10/22/2024
4/1/2021-3/31/2024Date Range
STREET Hospitality Ln
FROM E St TO Waterman Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ E, Hunts, Hospitality, Waterman %
Total 0
Speed Related 1
DUI 0
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 9.43
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 52Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/9/2024
Time of Speed Survey 10:14 AM
85th Percentile Speed 36
50th Percentile Speed 32
10 mph Pace 27-36
Percentage of Vehicles in Pace 85
Posted Speed Limit 35
Total Crashes 12
Statewide Average Crash Rate 0.94 Crash Rate 1.11
On-Street Parking None
Length of Segment 1.11
Sidewalks Both Sides
Driveways Both Sides
Width 84
Adjacent Land Use Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
High Collision Rate
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 8,916
Number of Lanes 4 Lanes + Raised Median + Bus Lane
Marked Uncontrolled X-Walks None
Date of ADT 10/24/2023
4/1/2021-3/31/2024Date Range
STREET Hospitality Ln
FROM Waterman Ave TO Tippecanoe Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Waterman, Carnegie, Shopping Centers, Harriman, Tippecanoe %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 53Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/9/2024
Time of Speed Survey 9:03 AM
85th Percentile Speed 45
50th Percentile Speed 39
10 mph Pace 34-43
Percentage of Vehicles in Pace 68
Posted Speed Limit 40
Total Crashes 0
Statewide Average Crash Rate 0.96 Crash Rate 0.00
On-Street Parking None
Length of Segment 0.52
Sidewalks Both Sides
Driveways None
Width 64
Adjacent Land Use Residential
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Uncontrolled Crosswalk & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 10,528
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/24/2023
4/1/2021-3/31/2024Date Range
STREET Hunts Ln
FROM Washington St TO Commercial Rd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Washington, Cooley
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 54Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/13/2023
Time of Speed Survey 9:09 AM
85th Percentile Speed 37
50th Percentile Speed 33
10 mph Pace 29-38
Percentage of Vehicles in Pace 85
Posted Speed Limit NP
Total Crashes 0
Statewide Average Crash Rate 0.94 Crash Rate 0.00
On-Street Parking None
Length of Segment 0.52
Sidewalks Both Sides
Driveways Both Sides
Width 60
Adjacent Land Use Residential, Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 18,030
Number of Lanes 4 Lanes + Raised Median
Marked Uncontrolled X-Walks None
Date of ADT 10/24/2023
4/1/2021-3/31/2024Date Range
STREET Hunts Ln
FROM Commercial Rd TO Hospitality Ln
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Hospitality, E, Redlands, Oliver Holmes %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 55Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/12/2024
Time of Speed Survey 3:08 PM
85th Percentile Speed 41
50th Percentile Speed 36
10 mph Pace 32-41
Percentage of Vehicles in Pace 66
Posted Speed Limit 45
Total Crashes 11
Statewide Average Crash Rate 0.96 Crash Rate 0.88
On-Street Parking None
Length of Segment 1.00
Sidewalks Partial Both Sides
Driveways Both Sides
Width 54
Adjacent Land Use Commercial
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 11,391
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 11/9/2023
4/1/2021-3/31/2024Date Range
STREET Kendall Dr
FROM E St TO 40th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Limited Ssd
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ H, F, 40Th
%
Total 3
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 12
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 56Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/12/2024
Time of Speed Survey 2:45 PM
85th Percentile Speed 49
50th Percentile Speed 44
10 mph Pace 41-50
Percentage of Vehicles in Pace 67
Posted Speed Limit 50
Total Crashes 9
Statewide Average Crash Rate 0.96 Crash Rate 0.30
On-Street Parking South Side
Length of Segment 1.64
Sidewalks Both Sides
Driveways Both Sides
Width 74
Adjacent Land Use Residential, Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 16,498
Number of Lanes 4 Lanes + Bike Lane + TWLTL
Marked Uncontrolled X-Walks @ Lakewood
Date of ADT 11/9/2023
4/1/2021-3/31/2024Date Range
STREET Kendall Dr
FROM 40th St TO University Pkwy
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit 50 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 40Th, Little Mountain, University %
Total 5
Speed Related 0
DUI 1
During School Hours 0
Pedestrian and Bicycle 3
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 16.6
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 57Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/12/2024
Time of Speed Survey 2:25 PM
85th Percentile Speed 50
50th Percentile Speed 44
10 mph Pace 39-48
Percentage of Vehicles in Pace 62
Posted Speed Limit 50
Total Crashes 14
Statewide Average Crash Rate 0.96 Crash Rate 0.32
On-Street Parking East Side Only
Length of Segment 2.00
Sidewalks Both Sides
Driveways Both Sides
Width 72
Adjacent Land Use Residential, Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 45
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 20,225
Number of Lanes 4 Lanes + Bike Lane + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET Kendall Dr
FROM University Pkwy TO Palm Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit 50 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ University, Campus, Pine, Shopping Center, Cambridge, Wagonwheel, Palm
%
Total 2
Speed Related 1
DUI 0
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 11.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 58Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/9/2024
Time of Speed Survey 12:35 PM
85th Percentile Speed 42
50th Percentile Speed 37
10 mph Pace 32-41
Percentage of Vehicles in Pace 70
Posted Speed Limit NP
Total Crashes 0
Statewide Average Crash Rate 0.96 Crash Rate 0.00
On-Street Parking None
Length of Segment 0.42
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Industrial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 170
Average Daily Traffic (ADT) 2,212
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 8/20/2024
4/1/2021-3/31/2024Date Range
STREET Lena Rd
FROM Orange Show Rd TO Central Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Central; Stop @ Orange, Norman %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 59Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/9/2024
Time of Speed Survey 2:42 PM
85th Percentile Speed 46
50th Percentile Speed 39
10 mph Pace 35-44
Percentage of Vehicles in Pace 53
Posted Speed Limit NP
Total Crashes 4
Statewide Average Crash Rate 0.96 Crash Rate 1.18
On-Street Parking None
Length of Segment 0.87
Sidewalks South Side Only
Driveways Both Sides
Width 58
Adjacent Land Use Residential, Industrial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
High Crash History & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3,546
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 8/20/2024
4/1/2021-3/31/2024Date Range
STREET Lena Rd
FROM Mill St TO 3rd St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 3rd, Mill; Stop @ Rialto
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 60Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/12/2024
Time of Speed Survey 11:08 AM
85th Percentile Speed 52
50th Percentile Speed 44
10 mph Pace 38-47
Percentage of Vehicles in Pace 60
Posted Speed Limit 45
Total Crashes 3
Statewide Average Crash Rate 0.96 Crash Rate 0.29
On-Street Parking Both Sides
Length of Segment 0.96
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Residential
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 45
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 9,859
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET Little Mountain Dr
FROM 27th St TO Edgehill Rd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Edgehill, 27Th
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 61Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/12/2024
Time of Speed Survey 1:41 PM
85th Percentile Speed 46
50th Percentile Speed 41
10 mph Pace 36-45
Percentage of Vehicles in Pace 72
Posted Speed Limit 45
Total Crashes 8
Statewide Average Crash Rate 0.96 Crash Rate 0.76
On-Street Parking None
Length of Segment 1.00
Sidewalks South Side Only
Driveways South Side Only
Width 72
Adjacent Land Use Residential, Hills, Park
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 9,555
Number of Lanes 4 Lanes + Bike Lane
Marked Uncontrolled X-Walks None
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET Little Mountain Dr
FROM Edgehill Rd TO 1300' S/O Sheridan Rd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Edgehill; Pedestrian Signal @ School Crossing %
Total 2
Speed Related 0
DUI 0
During School Hours 1
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 15
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 62Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/12/2024
Time of Speed Survey 12:44 PM
85th Percentile Speed 45
50th Percentile Speed 38
10 mph Pace 33-42
Percentage of Vehicles in Pace 67
Posted Speed Limit 45
Total Crashes 4
Statewide Average Crash Rate 0.96 Crash Rate 0.67
On-Street Parking Both Sides
Length of Segment 1.00
Sidewalks Both Sides
Driveways Both Sides
Width 60
Adjacent Land Use Residential, Hills, School
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5,429
Number of Lanes 4 Lanes + Bike Lane
Marked Uncontrolled X-Walks None
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET Little Mountain Dr
FROM 1300' S/O Sheridan Rd TO Northpark Blvd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Northpark, 48Th, Kendall
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 63Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/20/2024
Time of Speed Survey 11:58 AM
85th Percentile Speed 43
50th Percentile Speed 37
10 mph Pace 30-39
Percentage of Vehicles in Pace 66
Posted Speed Limit 40
Total Crashes 5
Statewide Average Crash Rate 0.96 Crash Rate 2.02
On-Street Parking Both Sides
Length of Segment 1.14
Sidewalks Partial Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential, Commercial, Park
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 1,987
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks @ Mountain
Date of ADT 11/14/2023
4/1/2021-3/31/2024Date Range
STREET Lynwood Dr
FROM Valencia Ave TO Del Rosa Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Golden, Del Rosa Ave, Valencia %
Total 3
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 3
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 20.4
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 64Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/8/2024
Time of Speed Survey 10:18 AM
85th Percentile Speed 42
50th Percentile Speed 36
10 mph Pace 30-39
Percentage of Vehicles in Pace 70
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 1.68 Crash Rate 0.39
On-Street Parking Both Sides
Length of Segment 0.19
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential, Commercial
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 12,408
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 11/1/2023
4/1/2021-3/31/2024Date Range
STREET Macy St
FROM Highland Ave TO North City Limits
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Highland
%
Total 1
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 38.3
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 65Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/21/2024
Time of Speed Survey 1:33 PM
85th Percentile Speed 37
50th Percentile Speed 31
10 mph Pace 26-35
Percentage of Vehicles in Pace 72
Posted Speed Limit 35
Total Crashes 4
Statewide Average Crash Rate 1.68 Crash Rate 0.50
On-Street Parking Both Sides
Length of Segment 1.54
Sidewalks Both Sides
Driveways Both Sides
Width 5040
Adjacent Land Use Residential, Commercial, Library
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4,736
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks @ G
Date of ADT 11/14/2023
4/1/2021-3/31/2024Date Range
STREET Marshall Blvd
FROM Ladera Rd TO Waterman Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Ligth
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting South Side
2016 ET Speed Limit 35 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ E, Arrowhead, Sierra, Waterman ; Stop @ H, G, Mountain View, Leroy
%
Total 1
Speed Related 1
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 9.79
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 66Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/22/2024
Time of Speed Survey 1:54 PM
85th Percentile Speed 35
50th Percentile Speed 30
10 mph Pace 26-35
Percentage of Vehicles in Pace 70
Posted Speed Limit 35
Total Crashes 2
Statewide Average Crash Rate 1.68 Crash Rate 0.41
On-Street Parking Both Sides
Length of Segment 1.00
Sidewalks Both Sides
Driveways Both Sides
Width 30
Adjacent Land Use Residential, Commercial
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4,474
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks @ 14Th, Evans
Date of ADT 10/26/2023
4/1/2021-3/31/2024Date Range
STREET Massachusetts Ave
FROM Baseline St TO Highland Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting East Side
2016 ET Speed Limit 35 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Baseline, Highland ; Stop @ 14Th, 16Th %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 2.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 67Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/13/2024
Time of Speed Survey 1:32 PM
85th Percentile Speed 36
50th Percentile Speed 32
10 mph Pace 26-35
Percentage of Vehicles in Pace 84
Posted Speed Limit 35
Total Crashes 4
Statewide Average Crash Rate 0.96 Crash Rate 0.35
On-Street Parking Both Sides
Length of Segment 0.89
Sidewalks Both Sides
Driveways Both Sides
Width 40
Adjacent Land Use Residential, School (No Sign)
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 11,699
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 11/1/2023
4/1/2021-3/31/2024Date Range
STREET Medical Center Dr
FROM 5th St TO Baseline St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 35 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 5Th, 9Th, Baseline ; Stop @ 7Th %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 2.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 68Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/8/2024
Time of Speed Survey 3:19 PM
85th Percentile Speed 41
50th Percentile Speed 36
10 mph Pace 32-41
Percentage of Vehicles in Pace 77
Posted Speed Limit 40
Total Crashes 8
Statewide Average Crash Rate 0.96 Crash Rate 0.61
On-Street Parking West Side Only
Length of Segment 1.46
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Residential, School, Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 8,266
Number of Lanes 2-4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 11/1/2023
4/1/2021-3/31/2024Date Range
STREET Medical Center Dr
FROM Baseline St TO Cajon Blvd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Magnolia, 16th, 17th, 19th, Highland, Baseline; Stop @ Cajon %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 2.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 69Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/1/2023
Time of Speed Survey 9:07 AM
85th Percentile Speed 46
50th Percentile Speed 40
10 mph Pace 36-45
Percentage of Vehicles in Pace 67
Posted Speed Limit NP
Total Crashes 2
Statewide Average Crash Rate 0.96 Crash Rate 0.14
On-Street Parking None
Length of Segment 0.99
Sidewalks Both Sides
Driveways Both Sides
Width 66
Adjacent Land Use Residential, School, Vacant
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 13,019
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 10/26/2023
4/1/2021-3/31/2024Date Range
STREET Mill St
FROM Eucalyptus Ave TO Macy St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Macy, Eucalyptus, Pepper, Meridan %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 2.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 70Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/22/2024
Time of Speed Survey 12:27 PM
85th Percentile Speed 45
50th Percentile Speed 39
10 mph Pace 34-43
Percentage of Vehicles in Pace 56
Posted Speed Limit 45
Total Crashes 2
Statewide Average Crash Rate 0.94 Crash Rate 0.11
On-Street Parking South Side Only
Length of Segment 1.10
Sidewalks Both Sides
Driveways Both Sides
Width 74
Adjacent Land Use Commercial, Industrial, Residential
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 15,634
Number of Lanes 4 Lanes + TWLTL + Raised Median
Marked Uncontrolled X-Walks None
Date of ADT 10/17/2023
4/1/2021-3/31/2024Date Range
STREET Mill St
FROM Waterman Ave TO Tippecanoe Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @Waterman, Tippecanoe, Doolittle, Lena, 2nd %
Total 1
Speed Related 0
DUI 1
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1.90
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 71Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/21/2024
Time of Speed Survey 9:00 AM
85th Percentile Speed 37
50th Percentile Speed 31
10 mph Pace 27-36
Percentage of Vehicles in Pace 67
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 0.65
Sidewalks Both Sides
Driveways Both Sides
Width 42
Adjacent Land Use Residential, Park
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 162
Average Daily Traffic (ADT) 1,108
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 8/20/2024
4/1/2021-3/31/2024Date Range
STREET Morgan Rd
FROM Melbourne Rd TO Yardley St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control Stop @ Lakewood
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 72Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/12/2024
Time of Speed Survey 9:03 AM
85th Percentile Speed 37
50th Percentile Speed 33
10 mph Pace 27-36
Percentage of Vehicles in Pace 80
Posted Speed Limit 40
Total Crashes 5
Statewide Average Crash Rate 0.96 Crash Rate 0.43
On-Street Parking Both Sides
Length of Segment 1.10
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential, Commercial, School
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 9,649
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks @ Congress
Date of ADT 11/2/2023
4/1/2021-3/31/2024Date Range
STREET Mt. Vernon Ave
FROM Grant Ave TO Rialto Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair-Poor
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @Grant, Rialto, Johnston, Mill, Walnut %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 2.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 73Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/1/2023
Time of Speed Survey 10:01 AM
85th Percentile Speed 34
50th Percentile Speed 30
10 mph Pace 26-35
Percentage of Vehicles in Pace 84
Posted Speed Limit NP
Total Crashes 2
Statewide Average Crash Rate 0.96 Crash Rate 0.30
On-Street Parking Both Sides
Length of Segment 0.76
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Pakr, Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 7,888
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 11/2/2023
4/1/2021-3/31/2024Date Range
STREET Mt. Vernon Ave
FROM Rialto Ave TO 7th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 7th, 6th, 5th, 2nd, Rialto %
Total 2
Speed Related 1
DUI 1
During School Hours 1
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 27.9
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 74Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/12/2024
Time of Speed Survey 9:35 AM
85th Percentile Speed 39
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 77
Posted Speed Limit 35
Total Crashes 6
Statewide Average Crash Rate 0.96 Crash Rate 0.34
On-Street Parking Both Sides
Length of Segment 1.56
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use School (No Sign), Commercial, Residential Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 10,314
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks @ Magnolia,14Th
Date of ADT 11/2/2023
4/1/2021-3/31/2024Date Range
STREET Mt. Vernon Ave
FROM 7th St TO 21st St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 35 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 21St, 16Th, Baseline, 10Th, 9Th, 7Th %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 2.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 75Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/12/2024
Time of Speed Survey 10:12 AM
85th Percentile Speed 36
50th Percentile Speed 32
10 mph Pace 28-37
Percentage of Vehicles in Pace 85
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking South Side
Length of Segment 0.53
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential, Business
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 13,245
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 11/2/2023
4/1/2021-3/31/2024Date Range
STREET Mt. Vernon Ave
FROM 21St St TO 27th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit 35 mph
State Registration Number
TR 2933
Type of Traffic Control TS @ 21St, Highland, I-215 East, 27Th %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 1.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 76Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/23/2024
Time of Speed Survey 1:36 PM
85th Percentile Speed 42
50th Percentile Speed 37
10 mph Pace 33-42
Percentage of Vehicles in Pace 67
Posted Speed Limit 40
Total Crashes 7
Statewide Average Crash Rate 0.96 Crash Rate 0.95
On-Street Parking Both Sides
Length of Segment 1.71
Sidewalks Both Sides
Driveways Both Sides
Width 54
Adjacent Land Use Residential, Commercial, School
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
High Crash History & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3,921
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks @ 8Th, 7Th
Date of ADT 11/7/2023
4/1/2021-3/31/2024Date Range
STREET Mt. View Ave
FROM Victoria St TO Highland Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Highland, Baseline, 9Th ; Stop @ Thompson, 13Th, 16Th %
Total 2
Speed Related 0
DUI 1
During School Hours 1
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations YES
Safety Factor per mile 10.1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 77Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/23/2024
Time of Speed Survey 2:24 PM
85th Percentile Speed 39
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 63
Posted Speed Limit 40
Total Crashes 1
Statewide Average Crash Rate 1.68 Crash Rate 0.12
On-Street Parking Both Sides
Length of Segment 1.72
Sidewalks Both Sides
Driveways Both Sides
Width 80
Adjacent Land Use Residential
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4,452
Number of Lanes 2 Lanes + Raised Median
Marked Uncontrolled X-Walks None
Date of ADT 11/7/2023
4/1/2021-3/31/2024Date Range
STREET Mt. View Ave
FROM Highland Ave TO Electric Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 30Th, Highland; Stop @ Parkdale, 34Th, Marshall, 28Th %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 78Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/23/2024
Time of Speed Survey 9:47 AM
85th Percentile Speed 36
50th Percentile Speed 32
10 mph Pace 27-36
Percentage of Vehicles in Pace 72
Posted Speed Limit 35
Total Crashes 2
Statewide Average Crash Rate 1.68 Crash Rate 0.31
On-Street Parking Both Sides
Length of Segment 1.29
Sidewalks Both Sides
Driveways Both Sides
Width 40
Adjacent Land Use Residential, School
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Residential Density, Hidden Driveways
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 194
Average Daily Traffic (ADT) 4,541
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks @ 50th
Date of ADT 11/7/2023
4/1/2021-3/31/2024Date Range
STREET Mt. View Ave
FROM Electric Ave TO Hill Dr/Pinehurst Ct
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 35 mph
State Registration Number
TR 2933
Type of Traffic Control TS @ 40Th ; Stop @ 46th, Electric %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 79Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/15/2024
Time of Speed Survey 3:15 PM
85th Percentile Speed 40
50th Percentile Speed 33
10 mph Pace 27-36
Percentage of Vehicles in Pace 61
Posted Speed Limit 25
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 0.77
Sidewalks East Side Only
Driveways Both Sides
Width 50
Adjacent Land Use Residential, School
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Uncontrolled Crosswalks, Hidden Driveways & Land Use that Generates High Concentrations of Pedestrians
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 3,013
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks @ Myers
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET N. Little League Dr
FROM 600' S/O W Little League Dr TO O'Rourke Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
Type of Traffic Control Stop @ Belmont
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 80Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/15/2024
Time of Speed Survey 10:45 AM
85th Percentile Speed 37
50th Percentile Speed 28
10 mph Pace 22-31
Percentage of Vehicles in Pace 54
Posted Speed Limit NP
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 1.32
Sidewalks Both Sides
Driveways Both Sides
Width 40
Adjacent Land Use Residential
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 173
Average Daily Traffic (ADT) 775
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET Ohio Ave
FROM Magnolia Ave TO Pine Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
Type of Traffic Control Stop @ Magnolia, Olive, Palm; Stop @ Pine %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 81Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/9/2024
Time of Speed Survey 12:08 PM
85th Percentile Speed 38
50th Percentile Speed 33
10 mph Pace 28-37
Percentage of Vehicles in Pace 75
Posted Speed Limit 40
Total Crashes 2
Statewide Average Crash Rate 0.96 Crash Rate 0.29
On-Street Parking None
Length of Segment 0.25
Sidewalks Both Sides
Driveways Both Sides
Width 70
Adjacent Land Use Commercial, Business
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 25,306
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 10/24/2023
4/1/2021-3/31/2024Date Range
STREET Orange Show Rd
FROM E St TO Arrowhead Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Poor
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control Ts@ E, Arrowhead
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 82Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/9/2024
Time of Speed Survey 11:31 AM
85th Percentile Speed 48
50th Percentile Speed 42
10 mph Pace 37-46
Percentage of Vehicles in Pace 68
Posted Speed Limit 50
Total Crashes 12
Statewide Average Crash Rate 0.94 Crash Rate 0.39
On-Street Parking Both Sides
Length of Segment 1.73
Sidewalks Both Sides
Driveways Both Sides
Width 76
Adjacent Land Use Commercial, Industrial
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 45
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 16,054
Number of Lanes 4 Lanes + Raised Median
Marked Uncontrolled X-Walks None
Date of ADT 10/24/2023
4/1/2021-3/31/2024Date Range
STREET Orange Show Rd
FROM Arrowhead Ave TO Tippecanoe Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Heavy
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 50 mph
State Registration Number
TR 2933
Type of Traffic Control TS@Arrowhead, Washington, Waterman, Commericial Center Dwy, Tippecanoe; Stop@Railroad Cross
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 83Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/16/2024
Time of Speed Survey 9:01 AM
85th Percentile Speed 38
50th Percentile Speed 32
10 mph Pace 28-37
Percentage of Vehicles in Pace 71
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 0.49
Sidewalks Both Sides
Driveways Both Sides
Width 40
Adjacent Land Use Residential, School
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 2,464
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 11/14/2023
4/1/2021-3/31/2024Date Range
STREET Orange St
FROM Pacific St TO Highland Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair-Poor
Lighting West Side
2016 ET Speed Limit 35 mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Highland ; Stop @ Pacific
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 84Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/16/2024
Time of Speed Survey 10:30 AM
85th Percentile Speed 43
50th Percentile Speed 37
10 mph Pace 32-41
Percentage of Vehicles in Pace 68
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking East Side
Length of Segment 0.53
Sidewalks Both Sides
Driveways East Side
Width 36
Adjacent Land Use Residential, Fire Station
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Retain 2016 E&T Recommendation
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4,533
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 11/14/2023
4/1/2021-3/31/2024Date Range
STREET Orange St
FROM Highland Ave TO Piedmont Dr
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Fair
Roadway Conditions Fair
Lighting East Side
2016 ET Speed Limit 35 mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Highland
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 1.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 85Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/15/2024
Time of Speed Survey 9:01 AM
85th Percentile Speed 43
50th Percentile Speed 39
10 mph Pace 33-42
Percentage of Vehicles in Pace 76
Posted Speed Limit 45
Total Crashes 1
Statewide Average Crash Rate 0.96 Crash Rate 0.11
On-Street Parking Both Sides
Length of Segment 0.55
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 15,155
Number of Lanes 4 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 11/9/2023
4/1/2021-3/31/2024Date Range
STREET Palm Ave
FROM Kendall Dr TO Belmont Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Kendall, Irvington ; Stop @ Belmont %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 86Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/15/2024
Time of Speed Survey 9:28 AM
85th Percentile Speed 34
50th Percentile Speed 28
10 mph Pace 23-32
Percentage of Vehicles in Pace 64
Posted Speed Limit 25
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 0.64
Sidewalks Both Sides
Driveways Both Sides
Width 40
Adjacent Land Use Residential
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 25
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 947
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks @ Meyers
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET Palm Ave
FROM Belmont Ave TO Melvin Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control Stop @ Verdemont, Belmont
%
Total 1
Speed Related 1
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 19.7
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 87Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/16/2024
Time of Speed Survey 1:31 PM
85th Percentile Speed 35
50th Percentile Speed 32
10 mph Pace 27-36
Percentage of Vehicles in Pace 83
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 0.96 Crash Rate 0.18
On-Street Parking Both Sides
Length of Segment 0.65
Sidewalks Both Sides
Driveways Both Sides
Width 70
Adjacent Land Use Residential, Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Uncontrolled Crosswalk
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 7,901
Number of Lanes 2-4 Lanes + Bike Lane + TWLTL
Marked Uncontrolled X-Walks @ Pleasant Hill
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET Palm Ave (East)
FROM Atlantic Ave TO Piedmont Dr
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Highland; Stop @ Atlantic
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 88Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/23/2024
Time of Speed Survey 11:52 AM
85th Percentile Speed 36
50th Percentile Speed 30
10 mph Pace 26-35
Percentage of Vehicles in Pace 72
Posted Speed Limit NP
Total Crashes 1
Statewide Average Crash Rate 1.68 Crash Rate 0.26
On-Street Parking Both Sides
Length of Segment 0.83
Sidewalks North Side Only
Driveways Both Sides
Width 52
Adjacent Land Use Residential, School, Park
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4,251
Number of Lanes 2 Lanes + Bike Lane
Marked Uncontrolled X-Walks @ Leroy, Parkside
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET Parkdale Dr
FROM Mountain View Ave TO Valencia Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sids
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Waterman; Stop @ Mt. View, Valencia, Sierra %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 89Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/8/2024
Time of Speed Survey 9:41 AM
85th Percentile Speed 46
50th Percentile Speed 40
10 mph Pace 37-46
Percentage of Vehicles in Pace 70
Posted Speed Limit 45
Total Crashes 0
Statewide Average Crash Rate 0.96 Crash Rate 0.00
On-Street Parking None
Length of Segment 0.50
Sidewalks Both Sides
Driveways East Side
Width 72
Adjacent Land Use Residential, School
Field Study By Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 21,504
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 8/20/2024
4/1/2021-3/31/2024Date Range
STREET Pepper Ave
FROM Randall Ave TO Mill St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Randall, Mill
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 90Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/8/2024
Time of Speed Survey 9:08 AM
85th Percentile Speed 46
50th Percentile Speed 41
10 mph Pace 37-46
Percentage of Vehicles in Pace 67
Posted Speed Limit 45
Total Crashes 11
Statewide Average Crash Rate 0.96 Crash Rate 0.31
On-Street Parking Both Sides
Length of Segment 1.71
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Residential, Commercial, School
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Moderate Pedestrian Use, Uncontrolled Crosswalks & Safety Corridor mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 18,682
Number of Lanes 3-4 Lanes + TWLTL + Bike Lanes
Marked Uncontrolled X-Walks @ Poplar, Southern Cal. Edison Dwy Date of ADT 8/27/2024
4/1/2021-3/31/2024Date Range
STREET Pepper Ave
FROM Mill St TO Madrona St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Poor
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Mill, Rialto, Foothill ;Stop @ Etiwanda %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 91Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/16/2024
Time of Speed Survey 11:25 AM
85th Percentile Speed 35
50th Percentile Speed 32
10 mph Pace 27-36
Percentage of Vehicles in Pace 87
Posted Speed Limit NP
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 0.73
Sidewalks Both Sides
Driveways Both Sides
Width 42
Adjacent Land Use Residential, School
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 191
Average Daily Traffic (ADT) 1,018
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET Piedmont Dr
FROM Yuma Dr TO Orange St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
Type of Traffic Control Stop @ Orange
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 1.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 92Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/15/2024
Time of Speed Survey 12:50 PM
85th Percentile Speed 49
50th Percentile Speed 44
10 mph Pace 40-49
Percentage of Vehicles in Pace 59
Posted Speed Limit 50
Total Crashes 0
Statewide Average Crash Rate 1.24 Crash Rate 0.00
On-Street Parking None
Length of Segment 0.67
Sidewalks Both Sides
Driveways None
Width 64
Adjacent Land Use Residential, Park
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 45
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5,242
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 11/9/2023
4/1/2021-3/31/2024Date Range
STREET Pine Ave
FROM Kendall Dr TO Belmont Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit 50 mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Kendall
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 0
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 93Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/13/2024
Time of Speed Survey 10:20 AM
85th Percentile Speed 40
50th Percentile Speed 36
10 mph Pace 33-42
Percentage of Vehicles in Pace 76
Posted Speed Limit 45
Total Crashes 21
Statewide Average Crash Rate 0.96 Crash Rate 0.58
On-Street Parking Both Sides
Length of Segment 2.50
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential, Commercial, Industrial
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 13,334
Number of Lanes 2-4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 10/26/2023
4/1/2021-3/31/2024Date Range
STREET Rialto Ave
FROM Eucalyptus Ave TO Mt. Vernon Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Both
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Poor
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @Pepper,Meridian, Rancho, Mt. Vernon ; Stop@Eucalyptus, Macy %
Total 6
Speed Related 2
DUI 1
During School Hours 0
Pedestrian and Bicycle 3
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 19.4
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 94Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/1/2023
Time of Speed Survey 10:48 AM
85th Percentile Speed 40
50th Percentile Speed 35
10 mph Pace 31-40
Percentage of Vehicles in Pace 69
Posted Speed Limit 35
Total Crashes 2
Statewide Average Crash Rate 0.96 Crash Rate 0.20
On-Street Parking Both Sides
Length of Segment 0.86
Sidewalks Both Sides
Driveways Both Sides
Width 54
Adjacent Land Use Residential, Commercial, Railroad
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 10,806
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks @ L
Date of ADT 10/26/2023
4/1/2021-3/31/2024Date Range
STREET Rialto Ave
FROM Mt Vernon Ave TO G St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve None
Visibility Fair
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Mt. Vernon, K, G
%
Total 1
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone NO
Vulnerable Populations YES
Safety Factor per mile 10.6
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 95Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/1/2023
Time of Speed Survey 11:25 AM
85th Percentile Speed 36
50th Percentile Speed 31
10 mph Pace 26-35
Percentage of Vehicles in Pace 77
Posted Speed Limit 35
Total Crashes 3
Statewide Average Crash Rate 0.96 Crash Rate 0.36
On-Street Parking None
Length of Segment 0.76
Sidewalks Both Sides
Driveways Both Sides
Width 62
Adjacent Land Use Residential, Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 9,880
Number of Lanes 4 Lanes + Bike Lane + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 10/26/2023
4/1/2021-3/31/2024Date Range
STREET Rialto Ave
FROM G St TO Sierra Way
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ G, F, E, D, Arrowhead, Sierra Way %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 96Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/1/2023
Time of Speed Survey 11:52 AM
85th Percentile Speed 37
50th Percentile Speed 32
10 mph Pace 28-37
Percentage of Vehicles in Pace 75
Posted Speed Limit NP
Total Crashes 2
Statewide Average Crash Rate 0.96 Crash Rate 0.69
On-Street Parking Both Sides
Length of Segment 0.36
Sidewalks Both Sides
Driveways Both Sides
Width 56
Adjacent Land Use Residential, School
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 7,324
Number of Lanes 2-4 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 10/26/2023
4/1/2021-3/31/2024Date Range
STREET Rialto Ave
FROM Sierra Way TO Waterman Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Sierra, Waterman; Stop @ Allen %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 97Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/1/2023
Time of Speed Survey 12:27 PM
85th Percentile Speed 45
50th Percentile Speed 39
10 mph Pace 34-43
Percentage of Vehicles in Pace 62
Posted Speed Limit NP
Total Crashes 4
Statewide Average Crash Rate 0.96 Crash Rate 1.00
On-Street Parking None
Length of Segment 0.62
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential, Commercial
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
High Crash History & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5,881
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 10/26/2023
4/1/2021-3/31/2024Date Range
STREET Rialto Ave
FROM Waterman Ave TO Lena Rd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Waterman; Stop @ Lena
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 98Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 11/1/2023
Time of Speed Survey 1:07 PM
85th Percentile Speed 37
50th Percentile Speed 31
10 mph Pace 26-35
Percentage of Vehicles in Pace 70
Posted Speed Limit 25
Total Crashes 0
Statewide Average Crash Rate 1.68 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 0.46
Sidewalks Partial South Side
Driveways Both Sides
Width 46
Adjacent Land Use Residential
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 25
Residential Density & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4,061
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 11/28/2023
4/1/2021-3/31/2024Date Range
STREET Rialto Ave
FROM Lena Rd TO Tippecanoe Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting North Side Only
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Tippecanoe; Stop @ Lena
%
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 99Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/13/2024
Time of Speed Survey 12:31 PM
85th Percentile Speed 40
50th Percentile Speed 35
10 mph Pace 30-39
Percentage of Vehicles in Pace 73
Posted Speed Limit 40
Total Crashes 14
Statewide Average Crash Rate 0.96 Crash Rate 0.70
On-Street Parking Both Sides
Length of Segment 2.59
Sidewalks Both Sides
Driveways Both Sides
Width 44
Adjacent Land Use School, Residential
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 7,043
Number of Lanes 2-4 Lanes + TWLTL
Marked Uncontrolled X-Walks @ 7Th, 6Th, 13Th, 28Th, 29Th Date of ADT 11/2/2023
4/1/2021-3/31/2024Date Range
STREET Sierra Way
FROM 5th St TO 30th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Fair
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 9Th, 5Th, Baseline, Highland, 30Th Stop @ 16Th %
Total 1
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 5.20
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 100Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/8/2024
Time of Speed Survey 12:06 PM
85th Percentile Speed 33
50th Percentile Speed 30
10 mph Pace 25-34
Percentage of Vehicles in Pace 92
Posted Speed Limit NP
Total Crashes 3
Statewide Average Crash Rate 1.68 Crash Rate 1.00
On-Street Parking Both Sides
Length of Segment 0.54
Sidewalks South Side Only
Driveways Both Sides
Width 50
Adjacent Land Use Residential, School
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 5,050
Number of Lanes 2 Lanes + Bike Lane + TWLTL
Marked Uncontrolled X-Walks @ Windsor
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET State St
FROM University Pkwy TO Sheridan Rd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ University; Stop @ Sheridan, College %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 101Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/9/2024
Time of Speed Survey 10:44 AM
85th Percentile Speed 41
50th Percentile Speed 35
10 mph Pace 31-40
Percentage of Vehicles in Pace 67
Posted Speed Limit 40
Total Crashes 7
Statewide Average Crash Rate 1.03 Crash Rate 0.30
On-Street Parking None
Length of Segment 0.75
Sidewalks Both Sides
Driveways Both Sides
Width 80
Adjacent Land Use Industrial, Commercial, Railroad
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 27,958
Number of Lanes 4-6 Lanes + Raised Median
Marked Uncontrolled X-Walks None
Date of ADT 11/28/2023
4/1/2021-3/31/2024Date Range
STREET Tippecanoe Ave
FROM Harriman Pl TO San Bernardino Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ San Bernardino, Cooley, Victoria, Brier, Hospitality, Harriman %
Total 2
Speed Related 1
DUI 0
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 26.3
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 102Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/9/2024
Time of Speed Survey 11:07 AM
85th Percentile Speed 45
50th Percentile Speed 39
10 mph Pace 33-42
Percentage of Vehicles in Pace 70
Posted Speed Limit 40/
Total Crashes 17
Statewide Average Crash Rate 1.03 Crash Rate 0.29
On-Street Parking None
Length of Segment 1.86
Sidewalks Both Sides
Driveways Both Sides
Width 108
Adjacent Land Use Residential, Industrial
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 29,164
Number of Lanes 4-6 Lanes + Raised Median
Marked Uncontrolled X-Walks None
Date of ADT 10/24/2023
4/1/2021-3/31/2024Date Range
STREET Tippecanoe Ave
FROM San Bernardino Ave TO 3Rd St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control Ts@ 3rd, Rialto, Harry Sheppard, Mill, Community Dwy, Central, Commercial Dwy, San Bernardino
%
Total 2
Speed Related 1
DUI 1
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 7.98
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 103Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/8/2024
Time of Speed Survey 2:19 PM
85th Percentile Speed 39
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 69
Posted Speed Limit NP
Total Crashes 0
Statewide Average Crash Rate 0.94 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 1.10
Sidewalks Both Sides
Driveways Both Sides
Width 70
Adjacent Land Use Residential
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 30
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 13,433
Number of Lanes 4 Lanes + Raised Median
Marked Uncontrolled X-Walks None
Date of ADT 8/27/2024
4/1/2021-3/31/2024Date Range
STREET University Pkwy
FROM Highland Ave TO Baseline St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Highland, 20Th, Baseline, I-210; Stop @ Hanford %
Total 1
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 8.36
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 104Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/8/2024
Time of Speed Survey 11:40 AM
85th Percentile Speed 47
50th Percentile Speed 42
10 mph Pace 37-46
Percentage of Vehicles in Pace 64
Posted Speed Limit 50
Total Crashes 15
Statewide Average Crash Rate 1.03 Crash Rate 0.40
On-Street Parking None
Length of Segment 1.76
Sidewalks Both Sides
Driveways Both Sides
Width 110
Adjacent Land Use Residential, Commercial, Business, Industrial Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 19,632
Number of Lanes 6 Lanes + Bike Lanes + Raised Median
Marked Uncontrolled X-Walks None
Date of ADT 11/9/2023
4/1/2021-3/31/2024Date Range
STREET University Pkwy
FROM Cajon Blvd TO Northpark Blvd
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Moderate
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 50 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Interchange, Hallmark, I-215, State, Shopping Plaza, College, Kendall, Northpark
%
Total 3
Speed Related 0
DUI 1
During School Hours 0
Pedestrian and Bicycle 1
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 7.68
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 105Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/23/2024
Time of Speed Survey 1:01 PM
85th Percentile Speed 43
50th Percentile Speed 37
10 mph Pace 34-43
Percentage of Vehicles in Pace 62
Posted Speed Limit 40
Total Crashes 3
Statewide Average Crash Rate 0.94 Crash Rate 0.33
On-Street Parking Both Sides
Length of Segment 0.77
Sidewalks Partial Both Sides
Driveways Both Sides
Width 72
Adjacent Land Use Residential, Park, Hospital
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 10,826
Number of Lanes 4 Lanes + TWLTL
Marked Uncontrolled X-Walks None
Date of ADT 11/2/2023
4/1/2021-3/31/2024Date Range
STREET Valencia Ave
FROM 21st St TO 30th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Moderate
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Median
2016 ET Speed Limit 40 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 21St, Highland, 30Th ; Stop @ 26Th %
Total 4
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 3
Disadvantaged Community YES
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 31.3
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 106Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/20/2024
Time of Speed Survey 2:49 PM
85th Percentile Speed 46
50th Percentile Speed 41
10 mph Pace 35-44
Percentage of Vehicles in Pace 74
Posted Speed Limit 45
Total Crashes 0
Statewide Average Crash Rate 1.24 Crash Rate 0.00
On-Street Parking Both Sides
Length of Segment 1.34
Sidewalks None
Driveways Both Sides
Width 74
Adjacent Land Use Residential, Golf Course
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
California MUTCD Option 2 & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 7,977
Number of Lanes 2 Lanes + TWLTL + Bike Lanes
Marked Uncontrolled X-Walks None
Date of ADT 11/2/2023
4/1/2021-3/31/2024Date Range
STREET Valencia Ave
FROM 30th St TO 40th St
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve None
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ 30Th ; Stop @ Parkdale, 40Th %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone NO
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 107Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/16/2024
Time of Speed Survey 1:56 PM
85th Percentile Speed 45
50th Percentile Speed 39
10 mph Pace 33-42
Percentage of Vehicles in Pace 63
Posted Speed Limit 45
Total Crashes 10
Statewide Average Crash Rate 0.96 Crash Rate 0.38
On-Street Parking None
Length of Segment 0.75
Sidewalks Both Sides
Driveways Both Sides
Width 64
Adjacent Land Use Residential, Reservation
Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 45
Closest to 85th Speed
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 32,123
Number of Lanes 4 Lanes + Raised Media
Marked Uncontrolled X-Walks None
Date of ADT 11/7/2023
4/1/2021-3/31/2024Date Range
STREET Victoria Ave
FROM Highland Ave TO Lynwood Dr
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve None
Visibility Good
Roadway Conditions Good
Lighting Both Sides
2016 ET Speed Limit 45 mph
State Registration Number
TR 2933
Type of Traffic Control TS @ Lynwood, Citrus, Mirada, Highland %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations YES
Safety Factor per mile 1.5
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 108Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/15/2024
Time of Speed Survey 2:12 PM
85th Percentile Speed 41
50th Percentile Speed 37
10 mph Pace 32-41
Percentage of Vehicles in Pace 85
Posted Speed Limit NP
Total Crashes 3
Statewide Average Crash Rate 1.68 Crash Rate 0.61
On-Street Parking None
Length of Segment 0.91
Sidewalks Both Sides
Driveways Both Sides
Width 26
Adjacent Land Use Residential, Commercial, Park
Field Study By LA Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 35
Closest to 85th Speed & Safety Corridor
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 4,950
Number of Lanes 2 Lanes
Marked Uncontrolled X-Walks None
Date of ADT 8/15/2024
4/1/2021-3/31/2024Date Range
STREET W. Little League Dr
FROM N. Little League Dr TO Palm Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve None
Horizontal Curve Yes
Visibility Good
Roadway Conditions Poor
Lighting North Side Only
2016 ET Speed Limit N/A mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @ Palm; Stop @ Little League %
Total 1
Speed Related 1
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community NO
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 14.1
Fatal and Severe Injury Crashes
2025 ENGINEERING AND TRAFFIC SURVEY 109Segment
CITY OF SAN BERNARDINO
Date of Speed Survey 8/9/2024
Time of Speed Survey 9:45 AM
85th Percentile Speed 43
50th Percentile Speed 37
10 mph Pace 31-40
Percentage of Vehicles in Pace 69
Posted Speed Limit 50
Total Crashes 24
Statewide Average Crash Rate 0.94 Crash Rate 0.26
On-Street Parking None
Length of Segment 2.35
Sidewalks Both Sides
Driveways Both Sides
Width 72
Adjacent Land Use Residential, Park, Industrial, Commercial Field Study By AC Checked By NS
OPERATING CHARACTERISTICS
mph
mph
CRASH HISTORY AND SAFETY CORRIDOR
ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).
Nicolle Spann Date
crashes/MVM
feet
miles
Speed Limit 40
California MUTCD Option 2
mph
Justification
mph
crashes/MVM
3/25/2025
RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic (ADT) 35,331
Number of Lanes 4 Lanes + Raised Median
Marked Uncontrolled X-Walks None
Date of ADT 11/7/2023
4/1/2021-3/31/2024Date Range
STREET Waterman Ave
FROM Barton Rd TO Central Ave
CERTIFICATION DATE 3/25/2025
Pedestrian Traffic Light
Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Good
Roadway Conditions Fair
Lighting Both Sides
2016 ET Speed Limit 50 mph
State Registration Number
TR 2933
This Segment is a Designated Safety Corridor
Type of Traffic Control TS @Central, Orange Show, Parkcenter, Vanderbilt, Hospitality, Redlands, Caroline, 10 Fwy WB, Commercial, Wier, Barton %
Total 0
Speed Related 0
DUI 0
During School Hours 0
Pedestrian and Bicycle 0
Disadvantaged Community YES
School Zone YES
Vulnerable Populations NO
Safety Factor per mile 2
Fatal and Severe Injury Crashes
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
APPENDIX B
Radar Speed Distribution Forms
DATE: 08/13/24 DAY: Tuesday TIME PERIOD: 10:59AM 11:30AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MT VERNON AVE AND WATERMAN AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1207 2ND ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 0 0 0
48 X 1 0 1
47 0 0 0
46 X X X 1 2 3
45 X X 2 0 2
44 X X X 2 1 3
43 X X X X 2 2 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X 3 3 6
41 X X 2 0 2
40 X X X X X X X X 3 5 8 85TH %: 40 39 39 M.P.H.
39 X X X X X X X X X X 4 6 10
38 X X X X X X X X X X X X X X 8 6 14 50TH %: 34 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X X 5 12 17
36 X X X X X X X X X X X X X X X 7 8 15 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X 9 9 18 *
34 X X X X X X X X X X X 6 5 11 * 10 MPH PACE: 30 - 39 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X X 8 9 17 *
32 X X X X X X X X X X X X X X X 9 6 15 P % IN PACE: 69% 74% 72% 31 X X X X X X X X 4 4 8 A
30 X X X X X X X X X X X X X X X X X X 9 9 18 C % OVER PACE: 17% 13% 15% 29 X X X X X X X X 4 4 8 E
28 X X X X X X X X X 6 3 9 * % UNDER PACE: 14% 13% 14%
27 X X X X X X X X 4 4 8 *
26 X X 0 2 2 * ARITHMETIC MEAN: 35 35 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 26 20 23
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.20 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.45 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
2ND STREET
CARLOS
SUNNY
DRY
DATE: 08/13/24 DAY: Tuesday TIME PERIOD: 11:41AM 12:23PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SIERRA WAY AND WATERMAN AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF LUGO AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 0 1 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 X X X X 1 3 4
49 X X X X 1 3 4
48 X X X 2 1 3
47 X X X 1 2 3
46 X X X 1 2 3
45 X X 2 0 2
44 X 1 0 1
43 X X X X X X X X 3 5 8 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X 4 7 11
41 X X X X X X 3 3 6
40 X X X X X X X X X X X 6 5 11 85TH %: 42 43 42 M.P.H. 39 X X X X X X X X X X X X 5 7 12
38 X X X X X X X X X X X X X X X X X X X X 8 12 20 50TH %: 36 38 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 10 9 19
36 X X X X X X X X X X X X X X X 8 7 15 15TH %: 32 33 32 M.P.H. 35 X X X X X X X X X X X X X X X X X 10 7 17 *
34 X X X X X X X X X X X X 7 5 12 * 10 MPH PACE: 33 - 42 33 - 42 33 - 42 M.P.H. 33 X X X X X X X X X X X X X X X X 9 7 16 *
32 X X X X X X X X 4 4 8 P % IN PACE: 70% 69% 70%
31 X X X X X X 3 3 6 A
30 X X X X X 2 3 5 C % OVER PACE: 13% 17% 15%
29 X X X X X X 4 2 6 E
28 X X X 1 2 3 * % UNDER PACE: 17% 14% 16%
27 X X X 3 0 3 *
26 0 0 0 * ARITHMETIC MEAN: 37 38 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 27 31 29
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.27 0.31 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.56 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
3RD STREET
CARLOS
SUNNY
DRY
DATE: 10/31/23 DAY: Tuesday TIME PERIOD: 2:38PM 2:55PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WATERMAN AVE AND LENA RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 495 3RD ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 X 0 1 1
50 X X X X X X X X 3 5 8
49 X X X X X X X X 1 7 8
48 X X X X X X X X X X X 8 3 11
47 X X X X X X X X X X X X X X X 9 6 15
46 X X X X X X X X X X X X 7 5 12
45 X X X X X X X X X X X 4 7 11
44 X X X X X X X X X X 6 4 10
43 X X X X X X X X X X X X 9 3 12 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X 7 8 15
41 X X X X X X X X X X X X X X 8 6 14
40 X X X X X X X X X X X X 5 7 12 85TH %: 47 48 47 M.P.H. 39 X X X X X X X X X X X X X X X X X X X 9 10 19
38 X X X X X X X X X X X X X 7 6 13 50TH %: 42 41 42 M.P.H. 37 X X X X X X X X X X X X 6 6 12
36 X X X X X X X 4 3 7 15TH %: 37 36 37 M.P.H.
35 X X X X X 3 2 5 *
34 X X X X 1 3 4 * 10 MPH PACE: 39 - 48 38 - 47 38 - 47 M.P.H. 33 X X X 0 3 3 *
32 X X X X X X 2 4 6 P % IN PACE: 72% 62% 67%
31 0 0 0 A
30 X 1 0 1 C % OVER PACE: 4% 17% 15%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 24% 21% 19%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 42 42 42 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 20 27 24
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.27 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.52 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
DRY
RADAR
FAIR
CITY OF SAN BERNARDINO
CARLOS
TO
3RD STREET
CLEAR
DATE: 10/31/23 DAY: Tuesday TIME PERIOD: 2:18PM 2:32PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): LENA RD AND LELAND NORTON WAY 65 0 0 0
64 0 0 0 OBSERVATION POINT: 25382 3RD ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X X 2 1 3
49 X X 1 1 2
48 X X X 1 2 3
47 X X X X X X 4 2 6
46 X X X X X X 2 4 6
45 X X X X X X X 5 2 7
44 X X X X X X X X 6 2 8
43 X X X X X X X X X X X 3 8 11 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X X 4 12 16
41 X X X X X 1 4 5
40 X X X X X X X X X X X 5 6 11 85TH %: 44 43 44 M.P.H. 39 X X X X X X X X X X X X X X X X 11 5 16
38 X X X X X X X X X X X X X X X X X X X 12 7 19 50TH %: 38 38 38 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X X X X 14 10 24 36 X X X X X X X X X X X 6 5 11 15TH %: 35 33 34 M.P.H. 35 X X X X X X X X X X X X X X X X X X 10 8 18 *
34 X X X X X X X X X X X 5 6 11 * 10 MPH PACE: 35 - 44 34 - 43 34 - 43 M.P.H. 33 X X X X X X X 3 4 7 *
32 X X X X X X X X X X 5 5 10 P % IN PACE: 72% 71% 71%
31 X X X 0 3 3 A
30 X X X 0 3 3 C % OVER PACE: 15% 14% 18%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 13% 15% 12%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 39 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 20 23 21
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.23 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.48 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
TO
3RD STREET
CLEAR
DRY
RADAR
FAIR
CARLOS
DATE: 10/31/23 DAY: Tuesday TIME PERIOD: 1:49PM 2:14PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): LELAND NORTON WAY AND VICTORIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2424 3RD ST
63 0 0 0
62 X X X X 1 3 4
61 X X X X 2 2 4 POSTED SPEED LIMIT: 50 MPH OBSERVER:
60 X X X X X X X X X X 4 6 10
59 X X X 2 1 3 COMMENTS: WEATHER:
58 X X X 2 1 3
57 X 1 0 1 ROAD SURFACE:
56 X X X X X X 3 3 6
55 X X X X X X X X X 4 5 9 ROAD CONDITION:
54 X X X X X X X X X X X X X 6 7 13
53 X X X X X X 2 4 6 DATA COLLECTION METHOD:
52 X X X X X X X X 4 4 8
51 X X X X X X X X X X X X X 6 7 13
50 X X X X X X X X X X X X 6 6 12
49 X X X X X X X X X X X X 8 4 12
48 X X X X X X X X X X 4 6 10
47 X X X X X X X X 6 2 8
46 X X X X X X X X X X X X X X X X 8 8 16
45 X X X X X X X X X X X X 6 6 12
44 X X X X X X X X X X X X 5 7 12
43 X X X X X X X 3 4 7 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X 5 5 10
41 X X X X X X X 4 3 7
40 X X X X X X 4 2 6 85TH %: 55 56 56 M.P.H.
39 X X X 1 2 3
38 X 1 0 1 50TH %: 49 49 49 M.P.H.
37 X X X 1 2 3
36 0 0 0 15TH %: 42 43 42 M.P.H.
35 0 0 0 *
34 0 0 0 * 10 MPH PACE: 42 - 51 42 - 51 42 - 51 M.P.H. 33 0 0 0 *
32 0 0 0 P % IN PACE: 57% 55% 56%
31 0 0 0 A
30 X 1 0 1 C % OVER PACE: 31% 36% 34%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 12% 9% 11%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 49 49 49 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 39 39 39
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.39 0.39 0.20
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.63 0.63 0.44 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
TO
3RD STREET
CLEAR
DRY
RADAR
FAIR
CARLOS
DATE: 10/31/23 DAY: Tuesday TIME PERIOD: 3:06PM 3:20PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): H ST AND SIERRA WAY 65 0 0 0
64 0 0 0 OBSERVATION POINT: 246 5TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 1 0 1
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 0 1 1
41 X 1 0 1
40 X X X X 3 1 4 85TH %: 37 36 37 M.P.H.
39 X X X 1 2 3
38 X X X X X X X X X X 6 4 10 50TH %: 33 32 33 M.P.H. 37 X X X X X X X X X X X X X X X X 10 6 16
36 X X X X X X X X X X X X X X X X 6 10 16 15TH %: 30 29 30 M.P.H. 35 X X X X X X X X X X X X X X 9 5 14 *
34 X X X X X X X X X X X X X X X X X X X X X X X 12 11 23 * 10 MPH PACE: 29 - 38 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X 14 9 23 * 32 X X X X X X X X X X X X X X X X X X X X 9 11 20 P % IN PACE: 86% 87% 87% 31 X X X X X X X X X X X X X X X X X X X X X 12 9 21 A
30 X X X X X X X X X X X X X X X X X X X 5 14 19 C % OVER PACE: 6% 4% 5% 29 X X X X X X X X X X X 3 8 11 E
28 X X X X X X X X X 6 3 9 * % UNDER PACE: 8% 9% 9%
27 X X 0 2 2 *
26 X X 2 0 2 * ARITHMETIC MEAN: 34 33 33 M.P.H.
25 X X 0 2 2
24 X X 0 2 2 SAMPLE VARIANCE: 12 13 12
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.12 0.13 0.06
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.35 0.35 0.25 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
CLEAR
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
5TH STREET
DATE: 08/23/24 DAY: Friday TIME PERIOD: 3:59PM 4:15PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SIERRA WAY AND PEDLEY RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF COOLEY ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 X 0 1 1
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 X 0 1 1 ROAD SURFACE:
56 X 0 1 1
55 X 1 0 1 ROAD CONDITION:
54 X 0 1 1
53 X 0 1 1 DATA COLLECTION METHOD:
52 X X X 1 2 3
51 X 0 1 1
50 X 0 1 1
49 X X 0 2 2
48 X X 1 1 2
47 X X X X X X X X 2 6 8
46 X X X X X X X X 4 4 8
45 X X X X X X X 3 4 7
44 X X X X X X X X X 2 7 9
43 X X X X X X X X 4 4 8 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X 9 2 11
41 X X X X X X X X X X X X X X X X X X 12 6 18
40 X X X X X X X X X X X X X X X 4 11 15 85TH %: 43 47 46 M.P.H. 39 X X X X X X X X X X X X 6 6 12
38 X X X X X X X X X X X X X X X X X 8 9 17 50TH %: 38 40 39 M.P.H. 37 X X X X X X X X X X X X 7 5 12
36 X X X X X X X X X X X 7 4 11 15TH %: 34 35 34 M.P.H. 35 X X X X X X X X X X X X X X X X 9 7 16 *
34 X X X X X X X X X X 7 3 10 * 10 MPH PACE: 34 - 43 35 - 44 34 - 43 M.P.H. 33 X X X X 2 2 4 *
32 X X X X X X X 3 4 7 P % IN PACE: 73% 61% 65%
31 X X X X X 3 2 5 A
30 X X X 3 0 3 C % OVER PACE: 14% 26% 24%
29 X X 1 1 2 E
28 X 0 1 1 * % UNDER PACE: 13% 13% 12%
27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 39 41 40 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 25 39 33
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.25 0.39 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.63 0.41 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
5TH STREET
CARLOS
SUNNY
DRY
DATE: 08/23/24 DAY: Friday TIME PERIOD: 3:25PM 3:52PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): DEL ROSA DR AND 200' E/O VICTORIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 25560 6TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 0 1 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 0 0 0
49 X X 1 1 2
48 X X X 1 2 3
47 X 1 0 1
46 X X 1 1 2
45 X X X X X X 4 2 6
44 X X X X 1 3 4
43 X X X X X X X X X X X 7 4 11 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X 3 6 9
41 X X X X X X X X X X X X X X X X 8 8 16
40 X X X X X X X X X X X X X X X X 7 9 16 85TH %: 43 42 43 M.P.H. 39 X X X X X X X X X X X X X X X X 7 9 16
38 X X X X X X X X X X X X X X X X X X X X X 12 9 21 50TH %: 38 38 38 M.P.H. 37 X X X X X X X X X X X X X X X X 10 6 16
36 X X X X X X X X X X X X X X X X X 8 9 17 15TH %: 34 33 33 M.P.H. 35 X X X X X X X X X X X X X X X 8 7 15 *
34 X X X X X X X X X X X X 6 6 12 * 10 MPH PACE: 34 - 43 34 - 43 34 - 43 M.P.H. 33 X X X X X X X 4 3 7 *
32 X X X X X X X X X X 3 7 10 P % IN PACE: 76% 73% 75%
31 X X X X X 5 0 5 A
30 X X X X 1 3 4 C % OVER PACE: 10% 11% 11%
29 X X 0 2 2 E
28 0 0 0 * % UNDER PACE: 14% 16% 15%
27 X X 1 1 2 *
26 0 0 0 * ARITHMETIC MEAN: 38 38 38 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 20 26 23
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.26 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.51 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
6TH STREET
CARLOS
SUNNY
DRY
DATE: 08/13/24 DAY: Tuesday TIME PERIOD: 3:12PM 4:38PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): UNIVERSITY PKWY AND MEDICAL CENTER DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1760 16TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 1 0 1
47 X 1 0 1
46 X X X 3 0 3
45 X X 1 1 2
44 X X X 1 2 3
43 X X X X X 5 0 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X 1 7 8
41 X X X X X X X X X X X X 6 6 12
40 X X X X X X 4 2 6 85TH %: 41 41 41 M.P.H.
39 X X X X X X X X X X X X 8 4 12
38 X X X X X X X X X X X X X 5 8 13 50TH %: 36 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X X 11 6 17
36 X X X X X X X X X X X X X X 7 7 14 15TH %: 31 31 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 5 15 20 *
34 X X X X X X X X X X X X X X X X 8 8 16 * 10 MPH PACE: 30 - 39 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X 7 5 12 *
32 X X X X X X X X X X X X X X X 8 7 15 P % IN PACE: 71% 76% 74% 31 X X X X X X X X X X X X X X X X X X 7 11 18 A
30 X X X X X X X X X X 5 5 10 C % OVER PACE: 23% 18% 21% 29 X X X X X X X 4 3 7 E
28 X 0 1 1 * % UNDER PACE: 6% 6% 6%
27 X X 2 0 2 *
26 X X 0 2 2 * ARITHMETIC MEAN: 36 35 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 23 18 20
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.23 0.18 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.48 0.42 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
16TH STREET
CARLOS
SUNNY
DRY
DATE: 08/22/24 DAY: Thursday TIME PERIOD: 1:16PM 1:44PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WATERMAN AVE AND PERRIS HILL PARK RD 65 0 0 0
64 X 1 0 1 OBSERVATION POINT: 531 21ST ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 1 0 1
46 X 0 1 1
45 X 1 0 1
44 X X X 2 1 3
43 X X 1 1 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X 2 2 4
41 X 0 1 1
40 X X X X X X X 4 3 7 85TH %: 38 38 38 M.P.H.
39 X X X X X X X 3 4 7
38 X X X X X 2 3 5 50TH %: 33 33 33 M.P.H.
37 X X X X X X X X X X X X X X X X 9 7 16
36 X X X X X X X X X X X 6 5 11 15TH %: 27 28 28 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 11 9 20 *
34 X X X X X X X X X X X X 5 7 12 * 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 9 12 21 *
32 X X X X X X X X X X X X X 7 6 13 P % IN PACE: 68% 74% 71% 31 X X X X X X X X X X X 4 7 11 A
30 X X X X X X X X X X X X 3 9 12 C % OVER PACE: 17% 16% 17% 29 X X X X X X X X X X X X X X X 8 7 15 E
28 X X X X X X X X X X X 6 5 11 * % UNDER PACE: 15% 10% 13% 27 X X X X X X 3 3 6 *
26 X X X X X X X X 5 3 8 * ARITHMETIC MEAN: 33 33 33 M.P.H. 25 X X X 1 2 3
24 X X X 3 0 3 SAMPLE VARIANCE: 38 22 30
23 X X X 2 1 3
22 X 0 1 1 STANDARD DEVIATION: 6 5 5 M.P.H.
21 0 0 0
20 X 1 0 1 VARIANCE OF THE MEAN: 0.38 0.22 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.62 0.46 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
21ST ST STREET
CARLOS
SUNNY
DRY
DATE: 08/22/24 DAY: Thursday TIME PERIOD: 3:25PM 4:49PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): H ST AND WATERMAN AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 655 28TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 0 0 0
40 X 0 1 1 85TH %: 31 31 31 M.P.H.
39 X 1 0 1
38 0 0 0 50TH %: 27 26 27 M.P.H.
37 X X 1 1 2
36 X 1 0 1 15TH %: 23 22 23 M.P.H.
35 X X X 1 2 3 *
34 X X 1 1 2 * 10 MPH PACE: 22 - 31 22 - 31 22 - 31 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X 3 2 5 P % IN PACE: 80% 78% 79%
31 X X X X X X X X X X X X X X X 8 7 15 A
30 X X X X X X X X 4 4 8 C % OVER PACE: 14% 12% 13%
29 X X X X X X X X X X X X X X X 9 6 15 E
28 X X X X X X X X X X X X X X X X X X 7 11 18 * % UNDER PACE: 6% 10% 8% 27 X X X X X X X X X X X X X X X X X X X X 12 8 20 *
26 X X X X X X X X X X X X X X X 6 9 15 * ARITHMETIC MEAN: 27 27 27 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X X X X 13 10 23 24 X X X X X X X X X X X X X X X X X X 9 9 18 SAMPLE VARIANCE: 18 18 18 23 X X X X X X X X X X X X X X X X 8 8 16
22 X X X X X X X X X X 4 6 10 STANDARD DEVIATION: 4 4 4 M.P.H. 21 X X X X X X 3 3 6
20 X X X X X X X 2 5 7 VARIANCE OF THE MEAN: 0.18 0.18 0.09 19 X 0 1 1
18 X X 1 1 2 STD. ERROR OF THE MEAN: 0.43 0.42 0.30 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
28TH STREET
CARLOS
SUNNY
DRY
DATE: 08/20/24 DAY: Tuesday TIME PERIOD: 2:17PM 2:45PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WATERMAN AVE AND GOLDEN AVE 65 0 0 0
64 X 0 1 1 OBSERVATION POINT: WEST OF HARRISON ST
63 0 0 0
62 X X 1 1 2
61 X 1 0 1 POSTED SPEED LIMIT: 50 MPH OBSERVER:
60 X 1 0 1
59 0 0 0 COMMENTS: WEATHER:
58 X X X 1 2 3
57 X X X X X 2 3 5 ROAD SURFACE:
56 X X X X 1 3 4
55 X X X 1 2 3 ROAD CONDITION:
54 X X X X X 3 2 5
53 X X X 2 1 3 DATA COLLECTION METHOD:
52 X X X X X X X X 6 2 8
51 X X X X X X X 2 5 7
50 X X X X X X X X X X X X X 6 7 13
49 X X X X X X X X X X X X X X X X 7 9 16
48 X X X X X X X X X X X X X 6 7 13
47 X X X X X X X X X X X X X X X X 7 9 16
46 X X X X X X X X X X X 7 4 11
45 X X X X X X X X X X X X X X X 9 6 15
44 X X X X X X X X X X X X X X X X 9 7 16
43 X X X X X X X X X X X X X X 7 7 14 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X 4 5 9
41 X X X X X X X X X X 7 3 10
40 X X X X X X 2 4 6 85TH %: 52 52 52 M.P.H.
39 X X X X X X X X 4 4 8
38 X X X 2 1 3 50TH %: 46 47 47 M.P.H.
37 X X 0 2 2
36 0 0 0 15TH %: 41 41 41 M.P.H.
35 X X 0 2 2 *
34 0 0 0 * 10 MPH PACE: 41 - 50 42 - 51 41 - 50 M.P.H. 33 0 0 0 *
32 X 0 1 1 P % IN PACE: 69% 66% 67%
31 X X 2 0 2 A
30 0 0 0 C % OVER PACE: 21% 17% 22%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 10% 17% 12%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 47 47 47 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 32 35 33
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.35 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.59 0.41 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
40TH STREET
CARLOS
SUNNY
DRY
DATE: 08/16/24 DAY: Friday TIME PERIOD: 2:18PM 2:46PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): PACIFIC ST AND HIGHLAND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF 17TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 X 0 1 1
50 0 0 0
49 X X X 0 3 3
48 X X 1 1 2
47 X X X 1 2 3
46 X X X X 2 2 4
45 X X X X 2 2 4
44 X X X 1 2 3
43 X X X X X X 3 3 6 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X 1 5 6
41 X X X X X X X X X 2 7 9
40 X X X X X X X X X X X 7 4 11 85TH %: 40 43 42 M.P.H. 39 X X X X X X X X X X X 4 7 11
38 X X X X X X X X X X X X X X X X 6 10 16 50TH %: 35 37 36 M.P.H. 37 X X X X X X X X X X X X X X 7 7 14
36 X X X X X X X X X X X X X X X X X 9 8 17 15TH %: 31 31 31 M.P.H. 35 X X X X X X X X X X X X X X 11 3 14 *
34 X X X X X X X X X X X X X X X X 8 8 16 * 10 MPH PACE: 31 - 40 33 - 42 31 - 40 M.P.H. 33 X X X X X X X X X X X X X X 10 4 14 *
32 X X X X X X X X X 5 4 9 P % IN PACE: 80% 63% 70%
31 X X X X X X X X X X X X X X X X X X 13 5 18 A
30 X X X X X X 1 5 6 C % OVER PACE: 13% 17% 21%
29 X X X X X X 3 3 6 E
28 X X X 1 2 3 * % UNDER PACE: 7% 20% 9%
27 X X 1 1 2 *
26 0 0 0 * ARITHMETIC MEAN: 36 38 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 22 31 27
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 X 1 0 1
20 0 0 0 VARIANCE OF THE MEAN: 0.22 0.31 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.56 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
CARLOS
SUNNY
DRY
ARDEN AVENUE
TO
DATE: 08/21/24 DAY: Wednesday TIME PERIOD: 2:39PM 3:36PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): HIGHLAND AVE AND KENDALL DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3180 ARROWHEAD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X X X 0 3 3
47 X X 0 2 2
46 X 1 0 1
45 X X 1 1 2
44 X 1 0 1
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X 6 2 8
41 X X X 0 3 3
40 X X X X 3 1 4 85TH %: 39 39 39 M.P.H.
39 X X X X X X X X X X X X X X X 7 8 15
38 X X X X X X X X X 6 3 9 50TH %: 34 33 34 M.P.H.
37 X X X X X X X X X X X X X X X X X 11 6 17
36 X X X X X X X X X X X X X X X 6 9 15 15TH %: 30 28 29 M.P.H. 35 X X X X X X X X X X X X X 7 6 13 *
34 X X X X X X X X X X X X X X X 10 5 15 * 10 MPH PACE: 31 - 40 28 - 37 30 - 39 M.P.H. 33 X X X X X X X X X X X X 9 3 12 *
32 X X X X X X X X X X X 8 3 11 P % IN PACE: 75% 64% 67% 31 X X X X X X X X X X X X X X X X 8 8 16 A
30 X X X X X X X X X X X 2 9 11 C % OVER PACE: 10% 24% 13% 29 X X X X X X X X X X X 2 9 11 E
28 X X X X X X X 1 6 7 * % UNDER PACE: 15% 12% 20%
27 X X X X X X X 3 4 7 *
26 X X X X 2 2 4 * ARITHMETIC MEAN: 35 34 34 M.P.H.
25 X X X X X X X 4 3 7
24 X X 1 1 2 SAMPLE VARIANCE: 23 34 28
23 X X 0 2 2
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.23 0.34 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.58 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
TO
ARROWHEAD AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 11/09/23 DAY: Thursday TIME PERIOD: 3:40PM 4:14PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SHOWCASE DR N AND E ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: MIDBLOCK
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 1 0 1
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 0 2 2
41 X X X X 3 1 4
40 X X X X X X X X X X X 6 5 11 85TH %: 38 39 38 M.P.H. 39 X X X X X X X X X X 3 7 10
38 X X X X X X X X X X X X X X 9 5 14 50TH %: 35 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X X X X X X 12 14 26 36 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 15TH %: 31 30 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X 8 10 18 *
34 X X X X X X X X X X X X X X X X X X X X X 14 7 21 * 10 MPH PACE: 31 - 40 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X 6 10 16 *
32 X X X X X X X X X X X X X X X X 9 7 16 P % IN PACE: 81% 84% 83% 31 X X X X X X X X 4 4 8 A
30 X X X X X X X X X X X X X X 6 8 14 C % OVER PACE: 5% 9% 10% 29 X X X X 1 3 4 E
28 X X X X X 3 2 5 * % UNDER PACE: 14% 7% 8%
27 X X 1 1 2 *
26 X X 1 1 2 * ARITHMETIC MEAN: 35 35 35 M.P.H.
25 X X 2 0 2
24 0 0 0 SAMPLE VARIANCE: 15 13 14
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.15 0.13 0.07
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.38 0.36 0.26 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
CARLOS
TO
ORANGE SHOW ROAD/AUTO CENTER ROAD
RADAR
FAIR
PARTLY SUNNY
DRY
AUTO CENTER DRIVE
DATE: 09/12/24 DAY: Thursday TIME PERIOD: 12:48PM 1:17PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MERIDIAN AVE AND CALIFORNIA ST 65 X 1 0 1
64 0 0 0 OBSERVATION POINT: 2300 BASELINE ST
63 0 0 0
62 X 0 1 1
61 X 1 0 1 POSTED SPEED LIMIT: 55 MPH OBSERVER:
60 X X 1 1 2
59 X X 1 1 2 COMMENTS: WEATHER:
58 X 0 1 1
57 X 1 0 1 ROAD SURFACE:
56 X X 0 2 2
55 X X X X X X X 4 3 7 ROAD CONDITION:
54 X X X X X 5 0 5
53 X X X 2 1 3 DATA COLLECTION METHOD:
52 X X X X X X X X X X X X 6 6 12
51 X X X X X X X 3 4 7
50 X X X X X X X X X X X X X X X X 10 6 16
49 X X X X X X X X X X X X 6 6 12
48 X X X X X X X X X X X X X X X X X X 8 10 18
47 X X X X X X X X X X X X X X X X X X X 11 8 19
46 X X X X X X X X X X X X X X 8 6 14
45 X X X X X X X X X X X 6 5 11
44 X X X X X X X X X X X X X X X X X X X 11 8 19
43 X X X X X X X X 5 3 8 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X 1 6 7
41 X X X X X X X X 3 5 8
40 X X X X X X X X X X X X 3 9 12 85TH %: 53 52 52 M.P.H. 39 X X X X X 0 5 5
38 X 1 0 1 50TH %: 47 46 47 M.P.H.
37 X X 0 2 2
36 X 1 0 1 15TH %: 43 40 41 M.P.H.
35 0 0 0 *
34 X 1 0 1 * 10 MPH PACE: 43 - 52 40 - 49 43 - 52 M.P.H. 33 X 0 1 1 *
32 0 0 0 P % IN PACE: 74% 66% 68%
31 0 0 0 A
30 0 0 0 C % OVER PACE: 16% 26% 13%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 10% 8% 19%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 48 46 47 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 26 30 28
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.30 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.55 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS
PARTLY CLOU
DRY
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
BASELINE STREET
DATE: 09/12/24 DAY: Thursday TIME PERIOD: 12:23PM 12:44PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): CALIFORNIA AVE AND MEDICAL CENTER DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1756 BASELINE ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 1 0 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 1 0 1 DATA COLLECTION METHOD:
52 X X 2 0 2
51 0 0 0
50 0 0 0
49 X X 1 1 2
48 X X 1 1 2
47 X X 2 0 2
46 X X X 2 1 3
45 X 1 0 1
44 X X X 2 1 3
43 X X X X X X X 4 3 7 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X 4 5 9
41 X X X X X 1 4 5
40 X X X X X X X X X X X X X X X 8 7 15 85TH %: 43 41 42 M.P.H. 39 X X X X X X X X 4 4 8
38 X X X X X X X X X X X X 7 5 12 50TH %: 36 35 35 M.P.H. 37 X X X X X X X X X X X 4 7 11
36 X X X X X X X X X X X 8 3 11 15TH %: 32 29 30 M.P.H. 35 X X X X X X X X X X X X X X 5 9 14 *
34 X X X X X X X X X X X X X X X X X X 11 7 18 * 10 MPH PACE: 31 - 40 31 - 40 31 - 40 M.P.H. 33 X X X X X X X X X X X X 9 3 12 *
32 X X X X X X X X X X X X X X X X X 9 8 17 P % IN PACE: 69% 61% 65% 31 X X X X X X X X X X X X 4 8 12 A
30 X X X X X X X X X 3 6 9 C % OVER PACE: 22% 16% 19%
29 X X X X X 1 4 5 E
28 X X X X X X 2 4 6 * % UNDER PACE: 9% 23% 16%
27 X X X X X X 1 5 6 *
26 X 1 0 1 * ARITHMETIC MEAN: 37 35 36 M.P.H.
25 X X 1 1 2
24 X X 0 2 2 SAMPLE VARIANCE: 37 30 35
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 6 5 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.37 0.30 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.61 0.55 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
TO
BASELINE STREET
CARLOS
PARTLY CLOU
DRY
FAIR
RADAR
DATE: 11/13/23 DAY: Monday TIME PERIOD: 12:37PM 1:08PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): H ST AND SIERRA WAY 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF G ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 1 0 1
41 X X X 1 2 3
40 X X X X X X 4 2 6 85TH %: 37 37 37 M.P.H.
39 X X X X X 2 3 5
38 X X X X X X X X X X X X 7 5 12 50TH %: 34 33 34 M.P.H. 37 X X X X X X X X X X X X X X 8 6 14
36 X X X X X X X X X X X X X X X X X X 11 7 18 15TH %: 31 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X X X X X X 16 10 26 * 34 X X X X X X X X X X X X X X X X X X X X X X X X X X 12 14 26 * 10 MPH PACE: 29 - 38 30 - 39 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X 11 12 23 * 32 X X X X X X X X X X X X X X X 6 9 15 P % IN PACE: 88% 86% 87% 31 X X X X X X X X X X X X X X X X X 9 8 17 A
30 X X X X X X X X X X X X X X X X X 5 12 17 C % OVER PACE: 8% 4% 8% 29 X X X X X X 3 3 6 E
28 X X X X X X 1 5 6 * % UNDER PACE: 4% 10% 6%
27 X X X X X 3 2 5 *
26 0 0 0 * ARITHMETIC MEAN: 34 33 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 10 11 10
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 3 3 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.10 0.11 0.05
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.32 0.33 0.23 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
PARTLY SUNNY
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
BASELINE STREET
DATE: 08/08/24 DAY: Thursday TIME PERIOD: 2:53PM 3:11PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): 23RD ST AND CALIFORNIA ST 65 X X 0 2 2
64 X 1 0 1 OBSERVATION POINT: 3030 CAJON BLVD
63 X X X X X 1 4 5
62 X X X 0 3 3
61 X X X X X X X 2 5 7 POSTED SPEED LIMIT: 55 MPH OBSERVER:
60 X X X X X X X X 5 3 8
59 X X X X X X X X X X 5 5 10 COMMENTS: WEATHER:
58 X X X X X X X X X X 4 6 10
57 X X X X X X X X X 5 4 9 ROAD SURFACE:
56 X X X X X X X X X X X 6 5 11
55 X X X X X X X X X X X X X 6 7 13 ROAD CONDITION:
54 X X X X X X X 4 3 7
53 X X X X X X X X X 6 3 9 DATA COLLECTION METHOD:
52 X X X X X X 3 3 6
51 X X X X X X X X X X X X X 6 7 13
50 X X X X X X X X X X X X X X X X 9 7 16
49 X X X X X X 3 3 6
48 X X X X X X X X X X 7 3 10
47 X X X X X X X X X X X 3 8 11
46 X X X X 2 2 4
45 X X X X X 4 1 5
44 X X X X 1 3 4
43 X X 2 0 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X 2 2 4
41 X X X X 1 3 4
40 X X X 2 1 3 85TH %: 58 59 59 M.P.H.
39 X X X X X 1 4 5
38 0 0 0 50TH %: 51 52 52 M.P.H.
37 X X X X 2 2 4
36 X X 2 0 2 15TH %: 42 44 43 M.P.H.
35 X 0 1 1 *
34 0 0 0 * 10 MPH PACE: 48 - 57 50 - 59 50 - 59 M.P.H. 33 X X X 3 0 3 *
32 0 0 0 P % IN PACE: 55% 50% 52%
31 X X 2 0 2 A
30 0 0 0 C % OVER PACE: 18% 17% 13%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 27% 33% 35%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 51 52 51 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 57 52 55
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 8 7 7 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.57 0.53 0.28
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.76 0.73 0.53 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
CAJON BOULEVARD
CARLOS
SUNNY
DRY
DATE: 08/08/24 DAY: Thursday TIME PERIOD: 12:59PM 2:15PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BASELINE ST AND CAJON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1414 CALIFORNIA ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 1 0 1
41 0 0 0
40 0 0 0 85TH %: 34 34 34 M.P.H.
39 0 0 0
38 X X 0 2 2 50TH %: 30 31 30 M.P.H.
37 X X X X 1 3 4
36 X X X X X 4 1 5 15TH %: 27 28 27 M.P.H.
35 X X X X X X X X X 3 6 9 *
34 X X X X X X X X X X X X X X X 8 7 15 * 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X X 6 10 16 *
32 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 P % IN PACE: 93% 91% 92% 31 X X X X X X X X X X X X X X X X X X X 9 10 19 A
30 X X X X X X X X X X X X X X X X X X X X X X X X 15 9 24 C % OVER PACE: 6% 6% 6% 29 X X X X X X X X X X X X X X X X X X X X X X X X X 10 15 25 E 28 X X X X X X X X X X X X X X X X X X X X X X X X X X X 16 11 27 * % UNDER PACE: 1% 3% 2% 27 X X X X X X X X X X X X X X X X X X X 11 8 19 *
26 X X X X X X X X 5 3 8 * ARITHMETIC MEAN: 30 31 31 M.P.H. 25 X X 1 1 2
24 X X 0 2 2 SAMPLE VARIANCE: 9 10 9
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 3 3 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.09 0.10 0.05
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.30 0.31 0.22 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
CALIFORNIA STREET
CARLOS
SUNNY
DRY
DATE: 11/13/23 DAY: Monday TIME PERIOD: 1:33PM 2:27PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): KENDALL DR AND DEVILS CANYON RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF VALLES DR
63 0 0 0
62 X X 1 1 2
61 X X X 2 1 3 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 X X X 1 2 3
59 X X X X X X 2 4 6 COMMENTS: WEATHER:
58 X X 0 2 2
57 X X 2 0 2 ROAD SURFACE:
56 X X 1 1 2
55 X X 1 1 2 ROAD CONDITION:
54 X X 0 2 2
53 X X X 2 1 3 DATA COLLECTION METHOD:
52 X X X X X 3 2 5
51 X X X X X X X X X 4 5 9
50 X X X X X X X X X 5 4 9
49 X X X X X X X X X X X 8 3 11
48 X X X X X X X X 3 5 8
47 X X X X 4 0 4
46 X X X X X X X X X X X X X X X 6 9 15
45 X X X X X X X X X X X X X X X X 7 9 16
44 X X X X X X X X X X X X X X 4 10 14
43 X X X X X X X X X X X X X X X X 9 7 16 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X 4 4 8
41 X X X X X X X X X X X X X X 7 7 14
40 X X X X X X X X X 5 4 9 85TH %: 51 52 52 M.P.H.
39 X X X X X 3 2 5
38 X X X X X X X X X X 8 2 10 50TH %: 45 45 45 M.P.H. 37 X X X X X X X 1 6 7
36 X X X X X 2 3 5 15TH %: 38 39 38 M.P.H.
35 X X X X 2 2 4 *
34 0 0 0 * 10 MPH PACE: 41 - 50 37 - 46 41 - 50 M.P.H. 33 X X 2 0 2 *
32 0 0 0 P % IN PACE: 57% 60% 58%
31 X 1 0 1 A
30 X 0 1 1 C % OVER PACE: 19% 34% 21%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 24% 6% 22%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 45 46 46 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 44 45 45
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 7 7 7 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.44 0.45 0.22
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.66 0.67 0.47 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
CARLOS
TO
CAMPUS PARKWAY
RADAR
FAIR
PARTLY SUNNY
DRY
DATE: 08/22/24 DAY: Thursday TIME PERIOD: 11:35AM 12:21PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): 100' E/O VALLEY VIEW AVE AND MOUNTAIN VIEW AVE 65 X 1 0 1
64 0 0 0 OBSERVATION POINT: EAST OF CLEVENGER ST
63 0 0 0
62 0 0 0
61 X X X 2 1 3 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 X X 1 1 2
59 X 0 1 1 COMMENTS: WEATHER:
58 X 0 1 1
57 X X 1 1 2 ROAD SURFACE:
56 X X X X 2 2 4
55 X X 1 1 2 ROAD CONDITION:
54 X X X X 1 3 4
53 0 0 0 DATA COLLECTION METHOD:
52 X X X 1 2 3
51 X X X 2 1 3
50 X X 1 1 2
49 X X X X 1 3 4
48 X X X X X X X 1 6 7
47 X X X X X X 2 4 6
46 X X X X X X X X X X 3 7 10
45 X X X X X X X X X X X X X X X X 10 6 16
44 X X X X X X 3 3 6
43 X X X X X X X X X X X X X X 6 8 14 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X 6 8 14
41 X X X X X X X X X X X 2 9 11
40 X X X X X X X X X X X 8 3 11 85TH %: 47 49 49 M.P.H. 39 X X X X X X 1 5 6
38 X X X X X X 5 1 6 50TH %: 40 43 42 M.P.H.
37 X X X X X X X 5 2 7
36 X X X X X X X 3 4 7 15TH %: 31 35 32 M.P.H.
35 X X X X 1 3 4 *
34 X X X X X X 4 2 6 * 10 MPH PACE: 37 - 46 39 - 48 39 - 48 M.P.H. 33 X X X X X X X 5 2 7 *
32 X X X X X X X X X X X 6 5 11 P % IN PACE: 49% 59% 51% 31 X X X X X X X 7 0 7 A
30 X 1 0 1 C % OVER PACE: 17% 18% 16%
29 X X X X 3 1 4 E
28 X 1 0 1 * % UNDER PACE: 34% 23% 34%
27 X X 1 1 2 *
26 X 0 1 1 * ARITHMETIC MEAN: 40 43 42 M.P.H.
25 0 0 0
24 X 1 0 1 SAMPLE VARIANCE: 74 57 67
23 0 0 0
22 X 0 1 1 STANDARD DEVIATION: 9 8 8 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.74 0.57 0.33
19 0 0 0
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.86 0.75 0.58 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
CENTRAL AVENUE
CARLOS
SUNNY
DRY
DATE: 08/22/24 DAY: Thursday TIME PERIOD: 9:00AM 11:00AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): HUNTS LN AND STEELE RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 258 COMMERCIAL RD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: NOT POSTED OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 X 1 0 1
51 X 1 0 1
50 X 0 1 1
49 X X X 0 3 3
48 X 0 1 1
47 X X 1 1 2
46 X X X 1 2 3
45 0 0 0
44 X X 2 0 2
43 X X X X 0 4 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X 3 5 8
41 X X X 0 3 3
40 X X X X X X X X X 3 6 9 85TH %: 40 43 42 M.P.H.
39 X X X X X 5 0 5
38 X X X X X X X X X X X X 2 10 12 50TH %: 34 38 36 M.P.H. 37 X X X X X X X X 3 5 8
36 X X X X X X X X X X 7 3 10 15TH %: 27 31 30 M.P.H. 35 X X X X X X X 4 3 7 *
34 X X X X X X X X X X X X X X X 9 6 15 * 10 MPH PACE: 30 - 39 34 - 43 33 - 42 M.P.H. 33 X X X X X X 4 2 6 *
32 X X X 2 1 3 P % IN PACE: 64% 67% 61%
31 X X X X X X X X 5 3 8 A
30 X X X X X X 4 2 6 C % OVER PACE: 17% 13% 14%
29 X X 2 0 2 E
28 X X 0 2 2 * % UNDER PACE: 19% 19% 26%
27 X X X X X X X X 5 3 8 *
26 X X 2 0 2 * ARITHMETIC MEAN: 35 38 36 M.P.H.
25 X X 2 0 2
24 X 1 0 1 SAMPLE VARIANCE: 38 35 40
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 X 1 0 1 VARIANCE OF THE MEAN: 0.54 0.53 0.29
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.74 0.73 0.54 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
70 67 137
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
COMMERCIAL ROAD
CARLOS
SUNNY
DRY
DATE: 09/12/24 DAY: Thursday TIME PERIOD: 10:08AM 11:54AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WATERMAN AVE AND STEELE RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 394 COMMERCIAL RD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 0 1 1
44 X 0 1 1
43 X 0 1 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 0 1 1
41 0 0 0
40 X 0 1 1 85TH %: 31 32 32 M.P.H.
39 X X 1 1 2
38 X X 1 1 2 50TH %: 26 25 25 M.P.H.
37 X 1 0 1
36 X X 1 1 2 15TH %: 18 19 19 M.P.H.
35 X X X 0 3 3 *
34 X X X 2 1 3 * 10 MPH PACE: 23 - 32 19 - 28 23 - 32 M.P.H. 33 X X 1 1 2 *
32 X X X X X X X X X X X 5 6 11 P % IN PACE: 62% 60% 56% 31 X X X X X X X X X X X 7 4 11 A
30 X X X X X X X X X X X 9 2 11 C % OVER PACE: 7% 29% 10% 29 X X X X X X X X X X X 7 4 11 E
28 X X X X X X X X X X X 4 7 11 * % UNDER PACE: 31% 11% 34% 27 X X X X X X X X X X X X X X 7 7 14 *
26 X X X X X X X X 6 2 8 * ARITHMETIC MEAN: 25 26 26 M.P.H. 25 X X X X X X X X X X X X X 6 7 13
24 X X X X X X X X X X X X 7 5 12 SAMPLE VARIANCE: 34 46 39 23 X X X X X X X X X X 4 6 10
22 X X X X X X X X 3 5 8 STANDARD DEVIATION: 6 7 6 M.P.H. 21 X X X X X X X X 3 5 8
20 X X X X X X X 3 4 7 VARIANCE OF THE MEAN: 0.34 0.45 0.20 19 X X X X X X X X X X X X X X X X X 5 12 17
18 X X X X X X X X X X 5 5 10 STD. ERROR OF THE MEAN: 0.58 0.67 0.44 M.P.H. 17 X X X X X X 4 2 6
16 X X X X X X X 4 3 7
15 X X X X X 4 1 5
100 100 200
CITY OF SAN BERNARDINO
TO
COMMERCIAL ROAD
CARLOS
CLOUDY
DRY
FAIR
RADAR
DATE: 08/23/24 DAY: Friday TIME PERIOD: 9:00AM 9:38AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 6TH ST AND 28TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 939 D ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X X 0 2 2
46 X X 1 1 2
45 X X X X X X X 3 4 7
44 X X X X X X X 2 5 7
43 X X X X X 4 1 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 0 0 0
41 X X X X X X X X X 2 7 9
40 X X X X X X X X X X X X 8 4 12 85TH %: 40 41 41 M.P.H. 39 X X X X X X 3 3 6
38 X X X X X X X X X X X 6 5 11 50TH %: 35 34 35 M.P.H. 37 X X X X X X X X X X X X X X X 11 4 15
36 X X X X X X X X X X X X X X X X X X 10 8 18 15TH %: 29 27 28 M.P.H. 35 X X X X X X X X X X X X 6 6 12 *
34 X X X X X X X 4 3 7 * 10 MPH PACE: 31 - 40 29 - 38 31 - 40 M.P.H. 33 X X X X X X X X X X X 7 4 11 *
32 X X X X X X X X X X X 5 6 11 P % IN PACE: 67% 53% 59% 31 X X X X X X X X X X X X X X X 7 8 15 A
30 X X X X X 3 2 5 C % OVER PACE: 12% 27% 16%
29 X X X X X X X X X X X X 5 7 12 E
28 X X X X X X 1 5 6 * % UNDER PACE: 21% 20% 25%
27 X X X X X 2 3 5 *
26 X X X X 4 0 4 * ARITHMETIC MEAN: 35 34 34 M.P.H.
25 X X X X X 2 3 5
24 X X X X X X 2 4 6 SAMPLE VARIANCE: 31 43 37
23 0 0 0
22 X X X X X 0 5 5 STANDARD DEVIATION: 6 7 6 M.P.H.
21 X X 2 0 2
20 0 0 0 VARIANCE OF THE MEAN: 0.31 0.43 0.18
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.55 0.66 0.43 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
D STREET
CARLOS
SUNNY
DRY
DATE: 08/16/24 DAY: Friday TIME PERIOD: 2:54PM 3:52PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 6TH ST AND BASELINE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF 17TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 1 1 2
41 X X 1 1 2
40 X X X X X 2 3 5 85TH %: 36 37 36 M.P.H.
39 X X X X X X 1 5 6
38 X X X X X X 2 4 6 50TH %: 32 32 32 M.P.H.
37 X X X X X X 4 2 6
36 X X X X X X X X X X X X X 6 7 13 15TH %: 28 26 27 M.P.H. 35 X X X X X X X X X X X X X X X 8 7 15 *
34 X X X X X X X X X X X X X X X X X X X 9 10 19 * 10 MPH PACE: 27 - 36 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 12 9 21 *
32 X X X X X X X X X X X X X X X X 10 6 16 P % IN PACE: 81% 65% 73% 31 X X X X X X X X X X X 7 4 11 A
30 X X X X X X X X X X X X X X X 9 6 15 C % OVER PACE: 12% 17% 15% 29 X X X X X X X X X X X X X X 7 7 14 E
28 X X X X X X X X X X X X 7 5 12 * % UNDER PACE: 7% 18% 13% 27 X X X X X X X X X X 6 4 10 *
26 X X X X X X X 2 5 7 * ARITHMETIC MEAN: 32 32 32 M.P.H. 25 X X X X X X X X X 5 4 9
24 X X 0 2 2 SAMPLE VARIANCE: 16 26 21
23 X X X 0 3 3
22 X X X 0 3 3 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 X 0 1 1 VARIANCE OF THE MEAN: 0.16 0.26 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.40 0.51 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
DEL ROSA DRIVE
CARLOS
SUNNY
DRY
DATE: 08/20/24 DAY: Tuesday TIME PERIOD: 10:40AM 11:06AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): DEL ROSA DR AND MARSHALL BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1602 DEL ROSA AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 0 1 1
48 0 0 0
47 X 0 1 1
46 0 0 0
45 X X 2 0 2
44 X 1 0 1
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X X X 1 4 5
41 X X X X X 3 2 5
40 X X X X X 4 1 5 85TH %: 39 38 38 M.P.H.
39 X X X X X X X 5 2 7
38 X X X X X X X X 2 6 8 50TH %: 34 34 34 M.P.H.
37 X X X X X X X X X X X X X X 4 10 14
36 X X X X X X X X X X X X X X X X X X X X X X 13 9 22 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 12 7 19 *
34 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 * 10 MPH PACE: 30 - 39 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X 8 6 14 *
32 X X X X X X X X X X X X X X X X X X 8 10 18 P % IN PACE: 80% 83% 81% 31 X X X X X X X X X X X 5 6 11 A
30 X X X X X X X X X X X X X X X X X X X X X X 12 10 22 C % OVER PACE: 11% 12% 14% 29 X X X X X X X X X X X X 4 8 12 E
28 X X X X X 3 2 5 * % UNDER PACE: 9% 5% 5%
27 X X X X 1 3 4 *
26 X 1 0 1 * ARITHMETIC MEAN: 34 34 34 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 16 18 17
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.16 0.18 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.39 0.43 0.29 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
DEL ROSA AVENUE
CARLOS
SUNNY
DRY
DATE: 08/20/24 DAY: Tuesday TIME PERIOD: 11:11AM 11:53AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MARSHALL BLVD AND 39TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3480 DEL ROSA AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 X 0 1 1 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 0 1 1
46 X 1 0 1
45 X X X 1 2 3
44 X X X X 3 1 4
43 X X X 0 3 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 1 1 2
41 X X X X X X X 2 5 7
40 X X X X X X X X X X 2 8 10 85TH %: 38 40 40 M.P.H. 39 X X X X X X X X X X X 5 6 11
38 X X X X X X X X X X X X X X X X 5 11 16 50TH %: 34 36 35 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 9 10 19
36 X X X X X X X X X X X X X 6 7 13 15TH %: 30 31 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 9 11 20 *
34 X X X X X X X X X X X X X X X X X X 12 6 18 * 10 MPH PACE: 29 - 38 31 - 40 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X 11 5 16 *
32 X X X X X X X X X X X 8 3 11 P % IN PACE: 83% 76% 77% 31 X X X X X X X X X X X X X X X 6 9 15 A
30 X X X X X X X X X X 7 3 10 C % OVER PACE: 15% 14% 22% 29 X X X X X X X X X X X X X X X 10 5 15 E
28 X X 0 2 2 * % UNDER PACE: 2% 10% 2%
27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 34 36 35 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 18 22 21
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 X 1 0 1 VARIANCE OF THE MEAN: 0.18 0.22 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.47 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
DEL ROSA AVENUE
CARLOS
SUNNY
DRY
DATE: 08/22/24 DAY: Thursday TIME PERIOD: 11:06AM 11:25AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): CENTURY AVE AND HUNTS LN 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1630 E ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 1 0 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X X 0 2 2 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 0 0 0
49 X 1 0 1
48 X X X 1 2 3
47 X X X X X 2 3 5
46 X X X X X 1 4 5
45 X X X X 2 2 4
44 X X 1 1 2
43 X X X X X X X X X X 5 5 10 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X 3 5 8
41 X X X X X X X X X X X X 4 8 12
40 X X X X X X X X X X X X 5 7 12 85TH %: 42 44 43 M.P.H. 39 X X X X X X X X X X X X X X X X 8 8 16
38 X X X X X X X X X X X X X X X X X X X 10 9 19 50TH %: 37 38 38 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 36 X X X X X X X X X X X X X X 10 4 14 15TH %: 33 31 32 M.P.H. 35 X X X X X X X X 5 3 8 *
34 X X X X X X X X X X X X X X 13 1 14 * 10 MPH PACE: 32 - 41 35 - 44 34 - 43 M.P.H. 33 X X X X X X X X 4 4 8 *
32 X X X X X X X X X 6 3 9 P % IN PACE: 75% 62% 68%
31 X X X X X X X 2 5 7 A
30 X X X X X X X 3 4 7 C % OVER PACE: 17% 15% 13%
29 X X X X X X X 2 5 7 E
28 X 0 1 1 * % UNDER PACE: 8% 23% 20%
27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 37 39 38 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 24 34 29
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.24 0.34 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.59 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
E STREET
CARLOS
SUNNY
DRY
DATE: 11/09/23 DAY: Thursday TIME PERIOD: 3:10PM 3:33PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MILL ST AND CENTURY AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 670 E ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X X 0 2 2
46 X X 1 1 2
45 X X X X X 1 4 5
44 X X X 0 3 3
43 X X X X 2 2 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X 5 6 11
41 X X X X X X X X X X 3 7 10
40 X X X X X X X X X X X X 3 9 12 85TH %: 39 42 41 M.P.H. 39 X X X X X X X X X X X 4 7 11
38 X X X X X X X X X X X X X X X X X X X X X X 8 14 22 50TH %: 35 38 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X 12 9 21
36 X X X X X X X X X X X X X X X X X 10 7 17 15TH %: 32 33 32 M.P.H. 35 X X X X X X X X X X X X X X X X 8 8 16 *
34 X X X X X X X X X X X X X X X X X X 12 6 18 * 10 MPH PACE: 30 - 39 33 - 42 32 - 41 M.P.H. 33 X X X X X X X X X X X X 8 4 12 *
32 X X X X X X X X X X X X X X X 11 4 15 P % IN PACE: 82% 77% 77% 31 X X X X X X 3 3 6 A
30 X X X X X X X 6 1 7 C % OVER PACE: 15% 12% 14%
29 X X X X X 2 3 5 E
28 X 1 0 1 * % UNDER PACE: 3% 11% 10%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 36 38 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 14 17 17
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.14 0.17 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.38 0.41 0.29 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
CARLOS
TO
E STREET
RADAR
FAIR
PARTLY SUNNY
DRY
DATE: 11/09/23 DAY: Thursday TIME PERIOD: 2:33PM 3:06PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): RIALTO AVE AND MILL ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 395 E ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X 1 0 1
49 0 0 0
48 0 0 0
47 X X 1 1 2
46 0 0 0
45 X 0 1 1
44 0 0 0
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 2 0 2
41 X X X 2 1 3
40 X X X X X X 4 2 6 85TH %: 38 38 38 M.P.H.
39 X X X X X X X 2 5 7
38 X X X X X X X X X X X X 4 8 12 50TH %: 33 34 33 M.P.H. 37 X X X X X X X X X X 7 3 10
36 X X X X X X X X X X 3 7 10 15TH %: 29 29 29 M.P.H. 35 X X X X X X X X X X X X X X X X X X 9 9 18 *
34 X X X X X X X X X X X X X X X X X X X X X X 8 14 22 * 10 MPH PACE: 29 - 38 30 - 39 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 13 8 21 *
32 X X X X X X X X X X X X X X X 12 3 15 P % IN PACE: 74% 78% 76% 31 X X X X X X X X X X X X X X X X X X X X X 11 10 21 A 30 X X X X X X X X X X X X X X X 4 11 15 C % OVER PACE: 13% 6% 12% 29 X X X X X X X X 3 5 8 E
28 X X X X X X X 2 5 7 * % UNDER PACE: 13% 16% 12%
27 X X X X X X X X 6 2 8 *
26 X X X X 3 1 4 * ARITHMETIC MEAN: 34 33 34 M.P.H.
25 X X X X 2 2 4
24 X 0 1 1 SAMPLE VARIANCE: 23 18 21
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.23 0.18 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.48 0.43 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
PARTLY SUNNY
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
E STREET
DATE: 11/09/23 DAY: Thursday TIME PERIOD: 1:43PM 2:27PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 8TH ST AND RIALTO AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF 7TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X X 1 2 3
40 X X X X 1 3 4 85TH %: 36 37 37 M.P.H.
39 X X X X X X 2 4 6
38 X X X X X X X 2 5 7 50TH %: 31 33 32 M.P.H.
37 X X X X X X X X X 3 6 9
36 X X X X X X X X X X X X X X 7 7 14 15TH %: 27 29 28 M.P.H. 35 X X X X X X X X X X X 3 8 11 *
34 X X X X X X X X X X X X X X 5 9 14 * 10 MPH PACE: 27 - 36 29 - 38 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X X 9 10 19 *
32 X X X X X X X X X X X X X X X X X X X X X X X X X X 15 11 26 P % IN PACE: 81% 76% 77% 31 X X X X X X X X X X X X X X X X X 10 7 17 A
30 X X X X X X X X X X X X X X X X X X X 11 8 19 C % OVER PACE: 10% 10% 16% 29 X X X X X X X X X X X X 7 5 12 E
28 X X X X X X X X X X X 8 3 11 * % UNDER PACE: 9% 14% 8% 27 X X X X X X X X X X 6 4 10 *
26 X X X X X X X X X X 4 6 10 * ARITHMETIC MEAN: 31 33 32 M.P.H. 25 X X X 2 1 3
24 X X X 3 0 3 SAMPLE VARIANCE: 15 16 16
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.15 0.16 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.39 0.40 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
CARLOS
TO
E STREET
RADAR
FAIR
PARTLY SUNNY
DRY
DATE: 11/09/23 DAY: Thursday TIME PERIOD: 12:50PM 1:37PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BASELINE ST AND 8TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1139 E ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 X 1 0 1
53 X 1 0 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 0 0 0
49 X X X 3 0 3
48 0 0 0
47 X X 2 0 2
46 X X X 2 1 3
45 X X X 1 2 3
44 X X 0 2 2
43 X X X X X 3 2 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 3 1 4
41 X X X X X X 6 0 6
40 X X X X X X X X 4 4 8 85TH %: 42 39 41 M.P.H.
39 X X X X X X X X X X X X X 7 6 13
38 X X X X X X X X X X X X X 8 5 13 50TH %: 37 34 35 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 12 7 19
36 X X X X X X X X X X X X X X 8 6 14 15TH %: 32 31 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 9 11 20 *
34 X X X X X X X X X X X X X X X X 6 10 16 * 10 MPH PACE: 32 - 41 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X X X X 6 13 19 *
32 X X X X X X X X X X X 4 7 11 P % IN PACE: 70% 81% 76% 31 X X X X X X X X X X X X 2 10 12 A
30 X X X X X X X X X X X X X X 8 6 14 C % OVER PACE: 18% 12% 20% 29 X X X X X 1 4 5 E
28 X X 0 2 2 * % UNDER PACE: 12% 7% 5%
27 X 0 1 1 *
26 X 1 0 1 * ARITHMETIC MEAN: 38 35 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 32 17 26
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.17 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.57 0.41 0.36 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
PARTLY SUNNY
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
E STREET
DATE: 11/09/23 DAY: Thursday TIME PERIOD: 12:02PM 12:45PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): HIGHLAND AVE AND BASELINE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1728 E ST
63 0 0 0
62 0 0 0
61 X 1 0 1 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 X 1 0 1
59 X 1 0 1 COMMENTS: WEATHER:
58 0 0 0
57 X 1 0 1 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X X 2 0 2
50 0 0 0
49 X X 0 2 2
48 X X X 2 1 3
47 0 0 0
46 X X X 2 1 3
45 X 0 1 1
44 X X X X X 4 1 5
43 X X X X 2 2 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X 3 4 7
41 X X X X X X X 5 2 7
40 X X X X X X X X 2 6 8 85TH %: 43 40 42 M.P.H.
39 X X X X X X X X X X 6 4 10
38 X X X X X X X X X X X X X X X 12 3 15 50TH %: 37 35 36 M.P.H. 37 X X X X X X X X X X X X X X X 9 6 15
36 X X X X X X X X X X X X X X X 7 8 15 15TH %: 33 30 32 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 11 9 20 *
34 X X X X X X X X X X X X X X X X X X X X 6 14 20 * 10 MPH PACE: 33 - 42 29 - 38 32 - 41 M.P.H. 33 X X X X X X X X X X X X X X X X X X 8 10 18 *
32 X X X X X X X X X X 3 7 10 P % IN PACE: 69% 71% 69%
31 X X X X 1 3 4 A
30 X X X X X X X X 5 3 8 C % OVER PACE: 17% 25% 17%
29 X X X X X X X X X X 2 8 10 E
28 X X X X 1 3 4 * % UNDER PACE: 14% 4% 15%
27 X X 1 1 2 *
26 X 1 0 1 * ARITHMETIC MEAN: 38 36 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 46 26 37
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 7 5 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.46 0.26 0.19
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.67 0.51 0.43 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
CARLOS
TO
E STREET
RADAR
FAIR
PARTLY SUNNY
DRY
DATE: 11/09/23 DAY: Thursday TIME PERIOD: 11:35AM 11:56AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 30 TH ST AND HIGHLAND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2864 E ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 0 0 0
48 X X 2 0 2
47 X X 1 1 2
46 X X X 1 2 3
45 X 1 0 1
44 X 0 1 1
43 X X X X 3 1 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X 4 2 6
41 X X X X X 1 4 5
40 X X X X X X X X 3 5 8 85TH %: 40 40 40 M.P.H.
39 X X X X X X X X X X X 7 4 11
38 X X X X X X X X X X X X X X X 10 5 15 50TH %: 35 34 35 M.P.H. 37 X X X X X X X X X X X X X X X 6 9 15
36 X X X X X X X X X X X X X X X X 10 6 16 15TH %: 30 29 30 M.P.H. 35 X X X X X X X X X X X X X X 6 8 14 *
34 X X X X X X X X X X X X X X X X X X X X 10 10 20 * 10 MPH PACE: 30 - 39 29 - 38 30 - 39 M.P.H. 33 X X X X X X X X X X 6 4 10 *
32 X X X X X X X X X X X X X X X 4 11 15 P % IN PACE: 72% 70% 70% 31 X X X X X X X X X X 7 3 10 A
30 X X X X X X X X X X X X X X 6 8 14 C % OVER PACE: 16% 21% 17% 29 X X X X X X X X 2 6 8 E
28 X X X X 3 1 4 * % UNDER PACE: 12% 9% 14%
27 X X X X X X X X X 6 3 9 *
26 X X X X X X 1 5 6 * ARITHMETIC MEAN: 35 35 35 M.P.H. 25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 25 25 25
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.25 0.25 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.50 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
PARTLY SUNNY
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
E STREET
DATE: 08/21/24 DAY: Wednesday TIME PERIOD: 1:19PM 1:28PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 30TH ST AND KENDALL DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3255 E ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 X X X 1 2 3
50 X 0 1 1
49 X X X X 1 3 4
48 X X X X 3 1 4
47 X X X 1 2 3
46 X X 1 1 2
45 X X X X X 2 3 5
44 X X X 1 2 3
43 X X X X X X 2 4 6 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X 3 2 5
41 X X X X X X X X X 4 5 9
40 X X X 1 2 3 85TH %: 42 44 43 M.P.H.
39 X X X X X X X X X 3 6 9
38 X X X X X X X X X X X X X X 5 9 14 50TH %: 34 37 36 M.P.H. 37 X X X X X X X X X X X X X X 2 12 14
36 X X X X X X X X X X X X X X X X 8 8 16 15TH %: 29 32 30 M.P.H. 35 X X X X X X X X X X X X X X X X 10 6 16 *
34 X X X X X X X X X X X X X X X X X 9 8 17 * 10 MPH PACE: 29 - 38 32 - 41 30 - 39 M.P.H. 33 X X X X X X X X 3 5 8 *
32 X X X X X X X X X 5 4 9 P % IN PACE: 62% 65% 61%
31 X X X X X X X X X X 9 1 10 A
30 X X X X X X X X X 6 3 9 C % OVER PACE: 24% 22% 25%
29 X X X X X X X X 5 3 8 E
28 X X X X X X X 3 4 7 * % UNDER PACE: 14% 13% 14%
27 X X 2 0 2 *
26 X X X X 3 1 4 * ARITHMETIC MEAN: 35 38 36 M.P.H.
25 X 1 0 1
24 X 1 0 1 SAMPLE VARIANCE: 43 37 42
23 X X 2 0 2
22 X X 1 1 2 STANDARD DEVIATION: 7 6 6 M.P.H.
21 0 0 0
20 X 1 0 1 VARIANCE OF THE MEAN: 0.43 0.37 0.21
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.66 0.61 0.46 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
E STREET
CARLOS
SUNNY
DRY
DATE: 08/21/24 DAY: Wednesday TIME PERIOD: 3:43PM 4:04PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MOUNTAINVIEW AVE AND NORTHPARK BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3896 ELECTRIC AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 1 0 1 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 X 1 0 1
48 0 0 0
47 X 1 0 1
46 X X X X X 5 0 5
45 X X 1 1 2
44 X X X X 3 1 4
43 X X X X X X 4 2 6 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 1 1 2
41 X X X X X X X X X X 5 5 10
40 X X X X X X X X X X X 9 2 11 85TH %: 43 39 41 M.P.H. 39 X X X X X X X X X X X X X 8 5 13
38 X X X X X X X X X X X X X X X 8 7 15 50TH %: 37 34 36 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 10 9 19
36 X X X X X X X X X X X X X X X X X 9 8 17 15TH %: 33 30 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X 10 8 18 *
34 X X X X X X X X X X X X X X X X X X 6 12 18 * 10 MPH PACE: 32 - 41 30 - 39 32 - 41 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X X X X X X X X X 5 8 13 P % IN PACE: 75% 76% 72% 31 X X X X X X X X X 2 7 9 A
30 X X X X X X X X X X 3 7 10 C % OVER PACE: 18% 12% 12% 29 X X X X X 0 5 5 E
28 X X X X X 0 5 5 * % UNDER PACE: 7% 12% 17%
27 X X 1 1 2 *
26 X 0 1 1 * ARITHMETIC MEAN: 38 35 36 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 24 17 23
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.24 0.17 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.42 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
ELECTRIC AVENUE
CARLOS
SUNNY
DRY
DATE: 08/13/24 DAY: Tuesday TIME PERIOD: 9:02AM 10:16AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MILL ST AND RIALTO AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 175 EUCALYPTUS AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 0 0 0
48 0 0 0
47 X 1 0 1
46 0 0 0
45 0 0 0
44 0 0 0
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 1 1 2
41 X X 2 0 2
40 X X X X X 4 1 5 85TH %: 38 36 37 M.P.H.
39 X X X X X X 4 2 6
38 X X X X X X X 5 2 7 50TH %: 33 31 33 M.P.H.
37 X X X X X X X X 3 5 8
36 X X X X X X X X X X X X X X 9 5 14 15TH %: 30 28 28 M.P.H. 35 X X X X X X X X X X X X X X X X 8 8 16 *
34 X X X X X X X X X X X X X X X X X X X X 10 10 20 * 10 MPH PACE: 29 - 38 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X 14 6 20 *
32 X X X X X X X X X X X X X X X X X X X X 11 9 20 P % IN PACE: 77% 84% 80% 31 X X X X X X X X X X X X X X X 5 10 15 A
30 X X X X X X X X X X X X X X X 7 8 15 C % OVER PACE: 14% 12% 17% 29 X X X X X X X X X X X X X X X X 5 11 16 E
28 X X X X X X X X X X X X X 2 11 13 * % UNDER PACE: 9% 4% 4% 27 X X X X X X X X X X 4 6 10 *
26 X X X 1 2 3 * ARITHMETIC MEAN: 34 32 33 M.P.H.
25 X X X 2 1 3
24 X 0 1 1 SAMPLE VARIANCE: 19 14 18
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.14 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.38 0.30 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
EUCALYPTUS AVENUE
CARLOS
SUNNY
DRY
DATE: 11/13/23 DAY: Monday TIME PERIOD: 9:52AM 11:52AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MILL ST AND INLAND CENTER DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: 600 G ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X X 2 0 2
46 0 0 0
45 X X 0 2 2
44 X X 2 0 2
43 X X 0 2 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X 1 4 5
41 0 0 0
40 X X X X 2 2 4 85TH %: 38 39 38 M.P.H.
39 X X X X X X X X 4 4 8
38 X X X X X X X X 4 4 8 50TH %: 32 34 33 M.P.H.
37 X X X X X X X X X X X X 6 6 12
36 X X X X X X X X X X X X X X X X 8 8 16 15TH %: 28 30 28 M.P.H. 35 X X X X X X X X X X X X X 4 9 13 *
34 X X X X X X X X 2 6 8 * 10 MPH PACE: 28 - 37 30 - 39 28 - 37 M.P.H. 33 X X X X X X X X 4 4 8 *
32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 70% 75% 71% 31 X X X X X X X X X X X X X X 3 11 14 A
30 X X X X X X X X X X X X X X X X X 10 7 17 C % OVER PACE: 18% 11% 20% 29 X X X X X X 6 0 6 E
28 X X X X X X X X X X X X X X 8 6 14 * % UNDER PACE: 12% 14% 9% 27 X X X X X X X X 6 2 8 *
26 0 0 0 * ARITHMETIC MEAN: 33 34 34 M.P.H.
25 X X X X X X 2 4 6
24 X X 2 0 2 SAMPLE VARIANCE: 27 22 24
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.25 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.57 0.50 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
82 87 169
CITY OF SAN BERNARDINO
CARLOS
TO
G STREET
RADAR
FAIR
PARTLY SUNNY
DRY
DATE: 11/13/23 DAY: Monday TIME PERIOD: 11:59AM 12:27PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 3RD ST AND MILL ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF VALLEY ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X X X 1 3 4
40 X X 1 1 2 85TH %: 35 37 36 M.P.H.
39 X X X X X 1 4 5
38 X X X X 1 3 4 50TH %: 32 32 32 M.P.H.
37 X X X X X X X X X 3 6 9
36 X X X X X X X X X X X X X 6 7 13 15TH %: 28 29 29 M.P.H. 35 X X X X X X X X X X X X X 5 8 13 *
34 X X X X X X X X X X X X X X X X X X X 9 10 19 * 10 MPH PACE: 27 - 36 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 14 7 21 *
32 X X X X X X X X X X X X X X X X X X X X 11 9 20 P % IN PACE: 89% 82% 85% 31 X X X X X X X X X X X X X X X X X X X 8 11 19 A
30 X X X X X X X X X X X X X X X X X X X X X X 16 6 22 C % OVER PACE: 7% 12% 8% 29 X X X X X X X X X X X X X X X X X X X X 9 11 20 E
28 X X X X X X X X X X X X X X 7 7 14 * % UNDER PACE: 4% 6% 7% 27 X X X X X X X 4 3 7 *
26 X X X 1 2 3 * ARITHMETIC MEAN: 32 33 32 M.P.H.
25 X X X 2 1 3
24 X 1 0 1 SAMPLE VARIANCE: 11 15 13
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.11 0.15 0.06
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.33 0.38 0.25 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
PARTLY SUNNY
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
G STREET
DATE: 10/31/23 DAY: Tuesday TIME PERIOD: 3:26PM 3:51PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 6TH ST AND 3RD ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 390 H ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X X 0 2 2
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 1 1 2
41 X X X 0 3 3
40 X X X X X X X 3 4 7 85TH %: 36 38 37 M.P.H.
39 X X X X X X X 2 5 7
38 X X X X X X X 3 4 7 50TH %: 33 33 33 M.P.H.
37 X X X X X X X X X X X X X X X X 6 10 16
36 X X X X X X X X X X X 4 7 11 15TH %: 29 29 29 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 15 5 20 *
34 X X X X X X X X X X X 4 7 11 * 10 MPH PACE: 29 - 38 28 - 37 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 14 7 21 *
32 X X X X X X X X X X X X X X X X X X X X X X X X X 16 9 25 P % IN PACE: 85% 76% 80% 31 X X X X X X X X X X X X X X X X X 5 12 17 A
30 X X X X X X X X X X X X X X X X X X X 12 7 19 C % OVER PACE: 6% 19% 11% 29 X X X X X X X X X X X X X 6 7 13 E
28 X X X X X X X 2 5 7 * % UNDER PACE: 9% 5% 10%
27 X X X X 3 1 4 *
26 X X X X 2 2 4 * ARITHMETIC MEAN: 33 34 33 M.P.H.
25 X X 1 1 2
24 X X 1 1 2 SAMPLE VARIANCE: 12 19 15
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.12 0.19 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.35 0.43 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
CLEAR
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
H STREET
DATE: 08/20/24 DAY: Tuesday TIME PERIOD: 12:43PM 2:13PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 35TH ST AND 40 TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF 37TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 X 1 0 1
59 X 0 1 1 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 X X X 1 2 3
53 0 0 0 DATA COLLECTION METHOD:
52 X X X 1 2 3
51 X X 1 1 2
50 X X X X X X 3 3 6
49 X X X X 3 1 4
48 X X X X X X X X 6 2 8
47 X X X X X X X X X X X 8 3 11
46 X X X X X X X X X X 5 5 10
45 X X X X X X X X X X 7 3 10
44 X X X X X X X X 7 1 8
43 X X X X X X X X X X X X X X X X 10 6 16 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X X X X 6 10 16
41 X X X X X X X X X X X X X X X X X X 11 7 18
40 X X X X X X X X X X X X X X X X X X 7 11 18 85TH %: 48 47 47 M.P.H. 39 X X X X X X X X X X X X X 5 8 13
38 X X X X X X X X X X X X X X X X X 5 12 17 50TH %: 43 40 41 M.P.H. 37 X X X X X X X X 3 5 8
36 X X X X X X X X X X X X X 5 8 13 15TH %: 38 36 37 M.P.H. 35 X X X X X X X 2 5 7 *
34 X 0 1 1 * 10 MPH PACE: 39 - 48 35 - 44 38 - 47 M.P.H. 33 X X 1 1 2 *
32 X X 1 1 2 P % IN PACE: 72% 73% 69%
31 X 1 0 1 A
30 0 0 0 C % OVER PACE: 10% 24% 15%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 18% 3% 17%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 43 41 42 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 24 27 26
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.24 0.27 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.52 0.36 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
HARRISON STREET
CARLOS
SUNNY
DRY
DATE: 08/08/24 DAY: Thursday TIME PERIOD: 10:50AM 11:14AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST BOUNDARY (2664 FT WEST OF MACY ST) AND MACY ST 65 0 0 0
64 X X X X 1 3 4 OBSERVATION POINT: WEST OF RAILROAD BRIDGE 63 X X X 2 1 3
62 X 1 0 1
61 X X 1 1 2 POSTED SPEED LIMIT: 50 MPH OBSERVER:
60 X X X 1 2 3
59 X X X X X 3 2 5 COMMENTS: WEATHER:
58 X X X 2 1 3
57 X X X 2 1 3 ROAD SURFACE:
56 X X 1 1 2
55 X X X X X X X X X 5 4 9 ROAD CONDITION:
54 X X X X X X X X 5 3 8
53 X X X X X X X 3 4 7 DATA COLLECTION METHOD:
52 X X X X X X X X X X X X 7 5 12
51 X X X X X X X X X X X X X X X 8 7 15
50 X X X X X X X X X X X X X 8 5 13
49 X X X X X X X X X X X X X X 6 8 14
48 X X X X X X X X X X X X X X X X 10 6 16
47 X X X X X X X X X X X X X 6 7 13
46 X X X X X X X X X X X X X X X X X 4 13 17
45 X X X X X X X X X X X X X 7 6 13
44 X X X X X X X X X X 6 4 10
43 X X X X X X X 4 3 7 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X 1 6 7
41 X 1 0 1
40 X X X X X 2 3 5 85TH %: 55 55 55 M.P.H.
39 X 1 0 1
38 X 0 1 1 50TH %: 49 48 49 M.P.H.
37 0 0 0
36 X X X 1 2 3 15TH %: 44 43 44 M.P.H.
35 0 0 0 *
34 X X 1 1 2 * 10 MPH PACE: 43 - 52 44 - 53 44 - 53 M.P.H. 33 0 0 0 *
32 0 0 0 P % IN PACE: 66% 65% 65%
31 0 0 0 A
30 0 0 0 C % OVER PACE: 27% 19% 22%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 7% 16% 14%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 50 49 49 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 34 37 35
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.34 0.37 0.18
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.58 0.61 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
HIGHLAND AVENUE
CARLOS
SUNNY
DRY
DATE: 10/31/23 DAY: Tuesday TIME PERIOD: 10:43AM 11:13AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MACY ST AND MEDICAL CENTER DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2147 HIGHLAND AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 X X 1 1 2
50 0 0 0
49 X 1 0 1
48 X 1 0 1
47 X 1 0 1
46 X X X 2 1 3
45 X X 1 1 2
44 X X X X 2 2 4
43 X X X X X 3 2 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X 7 4 11
41 X X X X X X X 2 5 7
40 X X X X X X X X X 5 4 9 85TH %: 42 41 42 M.P.H.
39 X X X X X X X X X X X X X X X X X X 6 12 18
38 X X X X X X X X X X X X X X X X X X 10 8 18 50TH %: 37 36 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X 9 9 18
36 X X X X X X X X X X X X X X X X X X 8 10 18 15TH %: 31 31 31 M.P.H. 35 X X X X X X X X X X X X X X X X 7 9 16 *
34 X X X X X X X X X X 5 5 10 * 10 MPH PACE: 30 - 39 31 - 40 30 - 39 M.P.H. 33 X X X X X X X X X X X 8 3 11 *
32 X X X X X X X X X X 4 6 10 P % IN PACE: 68% 76% 72%
31 X X X X X X X X X X X X X X X 5 10 15 A
30 X X X X X X X X X X 6 4 10 C % OVER PACE: 27% 17% 24% 29 X 1 0 1 E
28 X X X 1 2 3 * % UNDER PACE: 5% 7% 4%
27 X X X 2 1 3 *
26 X 1 0 1 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 28 22 25
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.22 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.47 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
CARLOS
TO
HIGHLAND AVENUE
RADAR
FAIR
CLEAR
DRY
DATE: 10/31/23 DAY: Tuesday TIME PERIOD: 11:20AM 11:38AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MEDICAL CENTER DR AND MUSCUPIABE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF WESTERN AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 1 0 1
48 X 1 0 1
47 X X 1 1 2
46 0 0 0
45 X X X X 2 2 4
44 X X 1 1 2
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X 2 2 4
41 X X X X X X X X X 5 4 9
40 X X X X X X X X 5 3 8 85TH %: 40 38 40 M.P.H.
39 X X X X X X X X X X X 9 2 11
38 X X X X X X X X X X X X 6 6 12 50TH %: 36 33 35 M.P.H. 37 X X X X X X X X X X X X X 7 6 13
36 X X X X X X X X X X X X X X X X X X X X X 14 7 21 15TH %: 32 29 30 M.P.H. 35 X X X X X X X X X X X X X X X X 9 7 16 *
34 X X X X X X X X X X X 5 6 11 * 10 MPH PACE: 30 - 39 29 - 38 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X 9 7 16 *
32 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 P % IN PACE: 80% 78% 75% 31 X X X X X X X X X X X X 3 9 12 A
30 X X X X X X X X X X X X X X X X 8 8 16 C % OVER PACE: 18% 15% 16% 29 X X X X X X X X X X X 1 10 11 E
28 X X X 0 3 3 * % UNDER PACE: 2% 7% 10%
27 X X X 0 3 3 *
26 X 0 1 1 * ARITHMETIC MEAN: 36 34 35 M.P.H.
25 0 0 0
24 X 1 0 1 SAMPLE VARIANCE: 19 20 21
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.20 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.45 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
CLEAR
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
HIGHLAND AVENUE
DATE: 10/31/23 DAY: Tuesday TIME PERIOD: 11:44AM 12:03PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MUSCUPIABE AVE AND E ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF LINCOLN DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 0 1 1
41 X X X X X X 4 2 6
40 X X X X X X 3 3 6 85TH %: 35 37 37 M.P.H.
39 X X X 1 2 3
38 X X X X X X X X 1 7 8 50TH %: 31 34 32 M.P.H.
37 X X X X X X X X X 4 5 9
36 X X X X X X X X X X X 1 10 11 15TH %: 27 29 28 M.P.H. 35 X X X X X X X X X X X X X X X X X 5 12 17 *
34 X X X X X X X X X X X X X X X 6 9 15 * 10 MPH PACE: 26 - 35 29 - 38 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X 7 13 20 *
32 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 P % IN PACE: 80% 83% 77% 31 X X X X X X X X X X X X X X X X 9 7 16 A
30 X X X X X X X X X X X 8 3 11 C % OVER PACE: 15% 8% 17% 29 X X X X X X X X X X X X X X X X X 11 6 17 E
28 X X X X X X X X X X X 9 2 11 * % UNDER PACE: 5% 9% 6% 27 X X X X X X X X X X X X X X 9 5 14 *
26 X X X X X 5 0 5 * ARITHMETIC MEAN: 31 34 32 M.P.H. 25 X X X X X 3 2 5
24 X 1 0 1 SAMPLE VARIANCE: 19 13 17
23 X 1 0 1
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.13 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.36 0.29 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CLEAR
DRY
RADAR
FAIR
CARLOS
CITY OF SAN BERNARDINO
TO
HIGHLAND AVENUE
DATE: 10/31/23 DAY: Tuesday TIME PERIOD: 12:08PM 12:24PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): E ST AND SIERRA WAY 65 0 0 0
64 0 0 0 OBSERVATION POINT: 442 HIGHLAND AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 1 0 1
41 X 1 0 1
40 X 1 0 1 85TH %: 34 33 34 M.P.H.
39 X 0 1 1
38 X X X 2 1 3 50TH %: 30 29 30 M.P.H.
37 X X 0 2 2
36 X X X 1 2 3 15TH %: 25 26 26 M.P.H.
35 X X X X X X X X X X X 7 4 11 *
34 X X X X X X X X X X X X X X X X 11 5 16 * 10 MPH PACE: 25 - 34 26 - 35 25 - 34 M.P.H. 33 X X X X X X X X X X X X X X X X 10 6 16 *
32 X X X X X X X X X X X X X X X X X 8 9 17 P % IN PACE: 78% 81% 80% 31 X X X X X X X X X X X X X X X 7 8 15 A
30 X X X X X X X X X X X X X X X X X X X X X X X X 13 11 24 C % OVER PACE: 14% 6% 12% 29 X X X X X X X X X X X X X X X X X 9 8 17 E
28 X X X X X X X X X X X 2 9 11 * % UNDER PACE: 8% 13% 9% 27 X X X X X X X X X X X X X X X X X X 8 10 18 *
26 X X X X X X X X X X X X X 2 11 13 * ARITHMETIC MEAN: 31 29 30 M.P.H. 25 X X X X X X X X X X X X 8 4 12
24 X X X X X X X X X X X 7 4 11 SAMPLE VARIANCE: 18 14 16 23 X X X X X X 1 5 6
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.18 0.14 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.37 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
TO
HIGHLAND AVENUE
CLEAR
DRY
RADAR
FAIR
CARLOS
DATE: 10/31/23 DAY: Tuesday TIME PERIOD: 12:39PM 12:52PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ARDEN AVE AND VICTORIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2565 HIGHLAND AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X X 0 2 2
46 X X X 3 0 3
45 X 0 1 1
44 X X 2 0 2
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 2 1 3
41 X 0 1 1
40 X X X X X 3 2 5 85TH %: 38 37 38 M.P.H.
39 X X X X X X X X X X 5 5 10
38 X X X X X X 5 1 6 50TH %: 34 32 33 M.P.H.
37 X X X X X X X X X X X X X X X X X X X 9 10 19
36 X X X X X X X X X X X X X 6 7 13 15TH %: 28 27 27 M.P.H. 35 X X X X X X X X X X X X X X X 9 6 15 *
34 X X X X X X X X X X X X X X X X X X X 10 9 19 * 10 MPH PACE: 31 - 40 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X 12 5 17 *
32 X X X X X X X X X X X X X X X 6 9 15 P % IN PACE: 69% 68% 69% 31 X X X X X X X X X 4 5 9 A
30 X X X X X X X X X X X X 3 9 12 C % OVER PACE: 7% 13% 17% 29 X X X X X X X X 4 4 8 E
28 X X X X X X X X X X 6 4 10 * % UNDER PACE: 24% 19% 15% 27 X X X X X X X X X X X 2 9 11 *
26 X X X X X X 3 3 6 * ARITHMETIC MEAN: 34 33 33 M.P.H. 25 X X X X X X X 4 3 7
24 X X X X X 1 4 5 SAMPLE VARIANCE: 25 25 25
23 X 1 0 1
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.25 0.25 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.50 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CLEAR
DRY
RADAR
FAIR
CARLOS
CITY OF SAN BERNARDINO
TO
HIGHLAND AVENUE
DATE: 10/31/23 DAY: Tuesday TIME PERIOD: 1:00PM 1:23PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): VICTORIA AVE AND BRADFORD AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 26659 HIGHLAND AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X X X 1 2 3
49 0 0 0
48 X X X 1 2 3
47 X 1 0 1
46 0 0 0
45 X X X 1 2 3
44 X X X X X 1 4 5
43 X X 1 1 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 2 1 3
41 X X X X X X 2 4 6
40 X X X X X X X X X X X X 7 5 12 85TH %: 40 41 40 M.P.H. 39 X X X X X X X X X X X X X X 8 6 14
38 X X X X X X X X X X X X X 9 4 13 50TH %: 36 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 11 8 19
36 X X X X X X X X X X X 6 5 11 15TH %: 31 29 30 M.P.H. 35 X X X X X X X X X X X X X X X X X 8 9 17 *
34 X X X X X X X X X X X X X X X X X 9 8 17 * 10 MPH PACE: 31 - 40 32 - 41 31 - 40 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X 12 11 23 * 32 X X X X X X X X X 5 4 9 P % IN PACE: 79% 64% 72%
31 X X X X X X X X 4 4 8 A
30 X X X X X 2 3 5 C % OVER PACE: 10% 13% 14%
29 X X X X X X X X X 4 5 9 E
28 X X X X X X 3 3 6 * % UNDER PACE: 11% 23% 15%
27 X X X X 0 4 4 *
26 X X X 1 2 3 * ARITHMETIC MEAN: 36 36 36 M.P.H.
25 X 0 1 1
24 X X 1 1 2 SAMPLE VARIANCE: 21 33 27
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.21 0.33 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.58 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
CLEAR
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
HIGHLAND AVENUE
DATE: 08/21/24 DAY: Wednesday TIME PERIOD: 11:09AM 1:09PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MAGNOLIA DR AND H ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 987 HILL DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 0 1 1
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 33 34 34 M.P.H.
39 X 0 1 1
38 X X 0 2 2 50TH %: 28 31 30 M.P.H.
37 X 0 1 1
36 X X X X X X 1 5 6 15TH %: 26 27 26 M.P.H.
35 X X X X X X 3 3 6 *
34 X X X X X X X X X X X 6 5 11 * 10 MPH PACE: 25 - 34 27 - 36 25 - 34 M.P.H. 33 X X X X X X X X X X X X X X X X 3 13 16 *
32 X X X X X X X X X X X X 7 5 12 P % IN PACE: 90% 84% 85% 31 X X X X X X X X X X X X 4 8 12 A
30 X X X X X X X X X X X X X X X X X X X 6 13 19 C % OVER PACE: 5% 6% 10% 29 X X X X X X X X X X X X X X X X 8 8 16 E
28 X X X X X X X X X X X X X X X X X X X X X 13 8 21 * % UNDER PACE: 5% 10% 5% 27 X X X X X X X X X X X X X 8 5 13 *
26 X X X X X X X X X X X X X 10 3 13 * ARITHMETIC MEAN: 29 31 30 M.P.H. 25 X X X X X X X 5 2 7
24 X X X X 3 1 4 SAMPLE VARIANCE: 10 16 14
23 0 0 0
22 X X 1 1 2 STANDARD DEVIATION: 3 4 4 M.P.H.
21 X 0 1 1
20 X 0 1 1 VARIANCE OF THE MEAN: 0.13 0.18 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.36 0.42 0.29 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
78 87 165
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
HILL DRIVE
CARLOS
CLEAR
DRY
DATE: 10/25/24 DAY: Friday TIME PERIOD: 9:10AM 9:39AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): E ST AND WATERMAN AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 111 HOSPITALITY LN
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 1 0 1
47 X 0 1 1
46 X X 0 2 2
45 0 0 0
44 X X X X 3 1 4
43 X X X 2 1 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 X X X 2 1 3
40 X X X X 1 3 4 85TH %: 37 39 38 M.P.H.
39 X X X X X X X X 2 6 8
38 X X X X X X X X X X 3 7 10 50TH %: 32 36 34 M.P.H. 37 X X X X X X X X X X X X X X X X X X 6 12 18
36 X X X X X X X X X X X X X X X X X X X 5 14 19 15TH %: 27 30 28 M.P.H. 35 X X X X X X X X X 5 4 9 *
34 X X X X X X X X X X X X X X X X X X 11 7 18 * 10 MPH PACE: 28 - 37 30 - 39 29 - 38 M.P.H. 33 X X X X X X X X 4 4 8 *
32 X X X X X X X X X X X X X X X X 6 10 16 P % IN PACE: 70% 76% 69% 31 X X X X X X X X X X X X X 5 8 13 A
30 X X X X X X X X X X X X X X X 11 4 15 C % OVER PACE: 15% 12% 15% 29 X X X X X X X X X X X X 9 3 12 E
28 X X X X X X X X X X 8 2 10 * % UNDER PACE: 15% 12% 16% 27 X X X X 3 1 4 *
26 X X 2 0 2 * ARITHMETIC MEAN: 32 35 34 M.P.H.
25 X X X X 3 1 4
24 X X X X 2 2 4 SAMPLE VARIANCE: 31 28 31
23 X X X 2 1 3
22 0 0 0 STANDARD DEVIATION: 6 5 6 M.P.H.
21 X 0 1 1
20 X X 1 1 2 VARIANCE OF THE MEAN: 0.31 0.28 0.16
19 X X 2 0 2
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.53 0.40 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
HOSPITALITY LANE
DATE: 08/09/24 DAY: Friday TIME PERIOD: 10:14AAM 10:34AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WATERMAN AVE AND TIPPECANOE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 862 HOSPITALITY LN
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 0 1 1
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 0 1 1
41 X 1 0 1
40 X 0 1 1 85TH %: 34 37 36 M.P.H.
39 X X X X X 1 4 5
38 X X X X X X 0 6 6 50TH %: 31 33 32 M.P.H.
37 X X X X X X X X X X X 3 8 11
36 X X X X X X X X 2 6 8 15TH %: 28 28 28 M.P.H.
35 X X X X X X X X X X X X X X X 7 8 15 *
34 X X X X X X X X X X X X X X X X 6 10 16 * 10 MPH PACE: 27 - 36 28 - 37 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X X X X 14 12 26 * 32 X X X X X X X X X X X X X X X X X X X X X X X 14 9 23 P % IN PACE: 94% 79% 85% 31 X X X X X X X X X X X X X X X X X X 10 8 18 A
30 X X X X X X X X X X X X X X X X X X X 13 6 19 C % OVER PACE: 5% 13% 13% 29 X X X X X X X X X X X X X 9 4 13 E
28 X X X X X X X X X X X X X X X X X X X 11 8 19 * % UNDER PACE: 1% 8% 2% 27 X X X X X X X X X X X X X 8 5 13 *
26 X X X X 1 3 4 * ARITHMETIC MEAN: 31 33 32 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 9 15 12
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.09 0.15 0.06
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.29 0.38 0.25 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
HOSPITALITY LANE
CARLOS
SUNNY
DRY
DATE: 08/09/24 DAY: Friday TIME PERIOD: 9:03AM 9:35AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): WASHINGTON ST AND COMMERCIAL RD 65 0 0 0
64 X 0 1 1 OBSERVATION POINT: NORTH OF HARDWICK DR
63 X 0 1 1
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 1 0 1
57 X X 1 1 2 ROAD SURFACE:
56 X 0 1 1
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X X 1 1 2 DATA COLLECTION METHOD:
52 X X 0 2 2
51 X 0 1 1
50 X X 0 2 2
49 X X X X X X 5 1 6
48 X X X X 3 1 4
47 X X X X 2 2 4
46 X X 1 1 2
45 X X X X X X 2 4 6
44 X X X X X X X X X X X X 2 10 12
43 X X X X X X X X 5 3 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X X X 8 7 15
41 X X X X X X X X X X 4 6 10
40 X X X X X X X X X X X 4 7 11 85TH %: 45 45 45 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X X X X X 12 12 24 38 X X X X X X X X X X X X X X X X 7 9 16 50TH %: 39 40 39 M.P.H. 37 X X X X X X X X X X X X X X X X 8 8 16
36 X X X X X X X X 5 3 8 15TH %: 34 35 34 M.P.H.
35 X X X X X X X X X X X X X X 9 5 14 *
34 X X X X X X X X X X X X X 6 7 13 * 10 MPH PACE: 34 - 43 35 - 44 34 - 43 M.P.H. 33 X X X X X X 3 3 6 *
32 X X X X X X 5 1 6 P % IN PACE: 68% 70% 68%
31 0 0 0 A
30 X X 2 0 2 C % OVER PACE: 18% 19% 24%
29 0 0 0 E
28 X 1 0 1 * % UNDER PACE: 14% 11% 9%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 41 40 M.P.H.
25 X 1 0 1
24 X 1 0 1 SAMPLE VARIANCE: 38 37 39
23 X 1 0 1
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.38 0.37 0.19
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.62 0.61 0.44 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
HUNTS LANE
CARLOS
SUNNY
DRY
DATE: 11/13/23 DAY: Monday TIME PERIOD: 9:09AM 9:43AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): HOSPITALITY LANE AND COMMERCIAL RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF OLIVER HOLMES RD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 X X X 2 1 3
40 X X 1 1 2 85TH %: 37 37 37 M.P.H.
39 X X X X X X 1 5 6
38 X X X X X X X X X X X X X X X X 9 7 16 50TH %: 33 34 33 M.P.H. 37 X X X X X X X X X X X 3 8 11
36 X X X X X X X X X X X X X X X X 6 10 16 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X X X X X 13 12 25 * 34 X X X X X X X X X X X X X X X X X X 11 7 18 * 10 MPH PACE: 29 - 38 30 - 39 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 13 8 21 *
32 X X X X X X X X X X X X X X X X X X X X X X X X X 14 11 25 P % IN PACE: 86% 84% 85% 31 X X X X X X X X X X X X X 7 6 13 A
30 X X X X X X X X X X X X X X X X X 7 10 17 C % OVER PACE: 4% 2% 6% 29 X X X X X X X 3 4 7 E
28 X X X X X X X X X X X 4 7 11 * % UNDER PACE: 10% 14% 10% 27 X X X 2 1 3 *
26 X X X 3 0 3 * ARITHMETIC MEAN: 33 33 33 M.P.H.
25 X X X 1 2 3
24 0 0 0 SAMPLE VARIANCE: 11 13 12
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 4 3 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.11 0.13 0.06
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.34 0.35 0.24 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
PARTLY SUNNY
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
HUNTS LANE
DATE: 08/12/24 DAY: Monday TIME PERIOD: 3:08PM 3:46PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): E ST AND 40TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 842 KENDALL DR
63 0 0 0
62 0 0 0
61 X 1 0 1 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X X 1 1 2
48 X 1 0 1
47 X 1 0 1
46 X X X X 3 1 4
45 X X 2 0 2
44 X X X X X 4 1 5
43 X X X X X X X 7 0 7 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X 4 0 4
41 X X X X X X X X X X X X X X X 9 6 15
40 X X X X X X X X X X X 6 5 11 85TH %: 43 39 41 M.P.H. 39 X X X X X X X X X X X X X 7 6 13
38 X X X X X X X X X X X X X X X X 9 7 16 50TH %: 38 34 36 M.P.H. 37 X X X X X X X X X X X 4 7 11
36 X X X X X X X X X X X X X X X 6 9 15 15TH %: 31 30 31 M.P.H. 35 X X X X X X X X X X X 4 7 11 *
34 X X X X X X X X X X X X X X X X X 7 10 17 * 10 MPH PACE: 34 - 43 30 - 39 32 - 41 M.P.H. 33 X X X X X X X X X 2 7 9 *
32 X X X X X X X X X X X X X 4 9 13 P % IN PACE: 63% 75% 66% 31 X X X X X X X X X X X X X 6 7 13 A
30 X X X X X X X X 2 6 8 C % OVER PACE: 13% 14% 14%
29 X X X X X X 2 4 6 E
28 X X X X X X X X X 5 4 9 * % UNDER PACE: 24% 11% 21%
27 X X X X X 2 3 5 *
26 0 0 0 * ARITHMETIC MEAN: 38 35 36 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 35 19 29
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.35 0.19 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.59 0.43 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
KENDALL DRIVE
CARLOS
SUNNY
DRY
DATE: 08/12/24 DAY: Monday TIME PERIOD: 2:45PM 2:59PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): 40TH ST AND UNIVERSITY PKWY 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1635 KENDALL DR
63 X 1 0 1
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 50 MPH OBSERVER:
60 X 0 1 1
59 X 0 1 1 COMMENTS: WEATHER:
58 0 0 0
57 X 1 0 1 ROAD SURFACE:
56 X 0 1 1
55 X X 1 1 2 ROAD CONDITION:
54 X X X X 2 2 4
53 X X 2 0 2 DATA COLLECTION METHOD:
52 X 0 1 1
51 X 0 1 1
50 X X X X X X X X X 3 6 9
49 X X X X X X X X X X X X X X 7 7 14
48 X X X X X X X X X X X X 8 4 12
47 X X X X X X X X X X X X X X X 10 5 15
46 X X X X X X X X X X X 6 5 11
45 X X X X X X X X X X X X X X X X X X X 12 7 19
44 X X X X X X X X X X X X X X X X X X X 11 8 19
43 X X X X X X X X X X 4 6 10 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X 3 4 7
41 X X X X X X X X X X X X X X X X X 5 12 17
40 X X X X X X X X X 4 5 9 85TH %: 49 49 49 M.P.H.
39 X X X X X X X X X X X X 5 7 12
38 X X X X X X X X 3 5 8 50TH %: 45 43 44 M.P.H.
37 X X X X X X X X X X X 5 6 11
36 X X X X 2 2 4 15TH %: 38 38 38 M.P.H.
35 X X 1 1 2 *
34 X X X 2 1 3 * 10 MPH PACE: 40 - 49 37 - 46 41 - 50 M.P.H. 33 0 0 0 *
32 X X 1 1 2 P % IN PACE: 70% 65% 67%
31 0 0 0 A
30 X 1 0 1 C % OVER PACE: 10% 30% 8%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 20% 5% 26%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 44 44 44 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 29 29 29
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.29 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.54 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
KENDALL DRIVE
CARLOS
SUNNY
DRY
DATE: 08/12/24 DAY: Monday TIME PERIOD: 2:25PM 2:38PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): UNIVERSITY PKWY AND PALM AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3086 KENDALL DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 50 MPH OBSERVER:
60 0 0 0
59 X X X 1 2 3 COMMENTS: WEATHER:
58 X X X X 1 3 4
57 0 0 0 ROAD SURFACE:
56 X 0 1 1
55 X X 1 1 2 ROAD CONDITION:
54 X X X X X 0 5 5
53 X X X X X 1 4 5 DATA COLLECTION METHOD:
52 X X X 1 2 3
51 X X X X X X X 1 6 7
50 X X X X X X X X X X X X X 5 8 13
49 X X X X X X 3 3 6
48 X X X X X X X X X X X X X X 10 4 14
47 X X X X X X X 1 6 7
46 X X X X X X X X X 2 7 9
45 X X X X X X X X X 1 8 9
44 X X X X X X X X X X X X X X 6 8 14
43 X X X X X X X X X X X X X X 8 6 14 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X X X X X X 9 10 19
41 X X X X X X X X X X X X 7 5 12
40 X X X X X X X X X X X X X X X X 12 4 16 85TH %: 48 53 50 M.P.H. 39 X X X X X X X X X 6 3 9
38 X X X X X X X X X X 8 2 10 50TH %: 42 46 44 M.P.H. 37 X X X 3 0 3
36 X X X 2 1 3 15TH %: 37 41 39 M.P.H.
35 X X X X 3 1 4 *
34 X X X X 4 0 4 * 10 MPH PACE: 35 - 44 42 - 51 39 - 48 M.P.H. 33 X 1 0 1 *
32 X X 2 0 2 P % IN PACE: 64% 66% 62%
31 0 0 0 A
30 X 1 0 1 C % OVER PACE: 28% 18% 25%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 8% 16% 14%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 42 47 44 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 32 29 35
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 5 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.29 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.54 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
KENDALL DRIVE
CARLOS
SUNNY
DRY
DATE: 08/09/24 DAY: Friday TIME PERIOD: 12:35PM 2:35PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): CENTRAL AVE AND ORANGE SHOW RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: MID-BLOCK
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: NOT POSTED OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X X 1 1 2
51 X 1 0 1
50 0 0 0
49 X 0 1 1
48 X X 0 2 2
47 X X X X 1 3 4
46 X 0 1 1
45 X X X X X 3 2 5
44 X X X X 0 4 4
43 X X X X 3 1 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X 2 3 5
41 X X X X X X X X X X X 5 6 11
40 X X X X X X X X X X X X 8 4 12 85TH %: 41 44 42 M.P.H. 39 X X X X X X X X X X X X X X X X 9 7 16
38 X X X X X X X X X X X X X X X X X 8 9 17 50TH %: 36 38 37 M.P.H. 37 X X X X X X X X X 6 3 9
36 X X X X X X X X X X X X X X 9 5 14 15TH %: 31 32 32 M.P.H. 35 X X X X X X X X X 7 2 9 *
34 X X X X X X X X X X X X X X X 10 5 15 * 10 MPH PACE: 32 - 41 34 - 43 32 - 41 M.P.H. 33 X X X X X X 6 0 6 *
32 X X X X X X X X X X 6 4 10 P % IN PACE: 74% 64% 70%
31 X X X X 3 1 4 A
30 X X X X X X X X 5 3 8 C % OVER PACE: 11% 20% 17%
29 X X X 2 1 3 E
28 X X X 2 1 3 * % UNDER PACE: 15% 16% 13%
27 X 1 0 1 *
26 X X 2 0 2 * ARITHMETIC MEAN: 36 39 37 M.P.H.
25 X 0 1 1
24 0 0 0 SAMPLE VARIANCE: 24 30 27
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.24 0.42 0.16
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.65 0.40 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 70 170
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
LENA ROAD
CARLOS
SUNNY
DRY
DATE: 08/09/24 DAY: Friday TIME PERIOD: 2:42PM 3:41PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 3RD ST AND MILL ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF TENNIS COURT LN
63 X 1 0 1
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 X X 1 1 2 ROAD SURFACE:
56 X 1 0 1
55 X X 2 0 2 ROAD CONDITION:
54 X 1 0 1
53 X 1 0 1 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X X X X 4 1 5
50 X X X 1 2 3
49 X X X X 3 1 4
48 X X X X X X 4 2 6
47 X X X 2 1 3
46 X X X X X X X X 7 1 8
45 X X X X X X X 5 2 7
44 X X X X X X X X X X 4 6 10
43 X X X X X X X X X X X 8 3 11 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X 5 6 11
41 X X X X 1 3 4
40 X X X X X X X X X X X X 8 4 12 85TH %: 48 44 46 M.P.H. 39 X X X X X X X X X X X 3 8 11
38 X X X X X X X X X X X X 7 5 12 50TH %: 41 37 39 M.P.H. 37 X X X X X X X X X X 4 6 10
36 X X X X X X X X X X 2 8 10 15TH %: 33 30 31 M.P.H. 35 X X X X X X X X X X X X X X 5 9 14 *
34 X X X X 2 2 4 * 10 MPH PACE: 37 - 46 35 - 44 35 - 44 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X X 2 4 6 P % IN PACE: 52% 58% 53%
31 X X X X X 1 4 5 A
30 X X X 1 2 3 C % OVER PACE: 21% 12% 23%
29 X X X X X X X 3 4 7 E
28 X X X 2 1 3 * % UNDER PACE: 27% 30% 25%
27 0 0 0 *
26 X X 1 1 2 * ARITHMETIC MEAN: 41 37 39 M.P.H.
25 0 0 0
24 X X X 1 2 3 SAMPLE VARIANCE: 65 52 62
23 X X 0 2 2
22 0 0 0 STANDARD DEVIATION: 8 7 8 M.P.H.
21 X 0 1 1
20 0 0 0 VARIANCE OF THE MEAN: 0.65 0.52 0.31
19 X 1 0 1
18 X X 0 2 2 STD. ERROR OF THE MEAN: 0.81 0.72 0.56 M.P.H. 17 X 1 0 1
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
LENA ROAD
CARLOS
SUNNY
DRY
DATE: 08/12/24 DAY: Monday TIME PERIOD: 11:08AM 11:48AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 27TH ST AND EDGEHILL RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF 30TH ST
63 0 0 0
62 0 0 0
61 X 0 1 1 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 X X X 1 2 3
59 X X 1 1 2 COMMENTS: WEATHER:
58 X X X X X 2 3 5
57 X X X 1 2 3 ROAD SURFACE:
56 X X 1 1 2
55 X X X 2 1 3 ROAD CONDITION:
54 X X X X X 3 2 5
53 X X X 1 2 3 DATA COLLECTION METHOD:
52 X X X X 3 1 4
51 X X X X X X 3 3 6
50 X X X X X 4 1 5
49 X X X X X X 1 5 6
48 X X X X X X X 3 4 7
47 X X X X X X X X X X X X 6 6 12
46 X X X X X X X X X X X X X X X 8 7 15
45 X X X X X X X X X X X X X X X X 10 6 16
44 X X X X X X X X X X X X X X X X 3 13 16
43 X X X X X X X X X X X 7 4 11 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X X 4 10 14
41 X X X X X X X X 3 5 8
40 X X X X X X X X X X 7 3 10 85TH %: 51 52 52 M.P.H. 39 X X X X X X X X X X 6 4 10
38 X X X X X X X X 3 5 8 50TH %: 44 44 44 M.P.H.
37 X X X X X X 4 2 6
36 X X X 2 1 3 15TH %: 37 39 38 M.P.H.
35 X X X 3 0 3 *
34 X X X X X 3 2 5 * 10 MPH PACE: 39 - 48 40 - 49 38 - 47 M.P.H. 33 X X X 2 1 3 *
32 X X 1 1 2 P % IN PACE: 57% 63% 60%
31 X 0 1 1 A
30 X X 2 0 2 C % OVER PACE: 23% 20% 28%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 20% 17% 13%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 44 45 45 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 46 42 44
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 7 6 7 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.46 0.42 0.22
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.68 0.65 0.47 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
LITTLE MOUNTAIN DRIVE
CARLOS
SUNNY
DRY
DATE: 08/12/24 DAY: Monday TIME PERIOD: 1:41PM 2:15PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): EDGEHILL RD AND 1300 FT S/O SHERIDAN RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: MID-BLOCK (DIRT ROAD)
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X X 1 1 2
49 X X 1 1 2
48 X X X X X X X X X 2 7 9
47 X X X X X X X X X X 4 6 10
46 X X X X X X X X 2 6 8
45 X X X X X X X X X X X X X X X X X 4 13 17
44 X X X X X X X X X X X X X X X 4 11 15
43 X X X X X X X X X X X 2 9 11 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 41 X X X X X X X X X X X X X X 7 7 14
40 X X X X X X X X X X X X X X 5 9 14 85TH %: 44 47 46 M.P.H. 39 X X X X X X X X X X X X X 9 4 13
38 X X X X X X X X X X X X X X X X X 7 10 17 50TH %: 39 43 41 M.P.H. 37 X X X X X X X X X X X X 10 2 12
36 X X X X X X X X X 8 1 9 15TH %: 34 39 36 M.P.H.
35 X X X X X X X X 8 0 8 *
34 X X X X X X 6 0 6 * 10 MPH PACE: 33 - 42 38 - 47 36 - 45 M.P.H. 33 X X X X X X 6 0 6 *
32 X X X 3 0 3 P % IN PACE: 76% 87% 72%
31 X 1 0 1 A
30 0 0 0 C % OVER PACE: 20% 10% 16%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 4% 3% 12%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 43 41 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 20 11 19
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 3 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.11 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.33 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
LITTLE MOUNTAIN DRIVE
CARLOS
SUNNY
DRY
DATE: 08/12/24 DAY: Monday TIME PERIOD: 12:44PM 1:35PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 1300 FT S/O SHERIDAN RD AND NORTHPARK BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF VILLAGE GREEN WAY
63 X 1 0 1
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 X X 1 1 2 DATA COLLECTION METHOD:
52 X 1 0 1
51 X 0 1 1
50 X X 0 2 2
49 X X X 1 2 3
48 X X 1 1 2
47 X X X X 2 2 4
46 X X X X X X 5 1 6
45 X X X X X X X X 5 3 8
44 X X X X X X X X 7 1 8
43 X X X X X X 1 5 6 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X X X 5 10 15
41 X X X X X X X X X X X X 5 7 12
40 X X X X X X X X X X X X X 9 4 13 85TH %: 45 43 45 M.P.H. 39 X X X X X X X X X X 5 5 10
38 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 50TH %: 38 38 38 M.P.H. 37 X X X X X X X X X X X X X X X 8 7 15
36 X X X X X X X X X X X X 7 5 12 15TH %: 34 33 34 M.P.H. 35 X X X X X X X X X X X X 4 8 12 *
34 X X X X X X X X X X X X X X X 10 5 15 * 10 MPH PACE: 33 - 42 34 - 43 33 - 42 M.P.H. 33 X X X X X X X 4 3 7 *
32 X X X X X X X X 3 5 8 P % IN PACE: 67% 68% 67%
31 X X X X X X X X 3 5 8 A
30 X X X 1 2 3 C % OVER PACE: 25% 15% 23%
29 0 0 0 E
28 X X X 1 2 3 * % UNDER PACE: 8% 17% 11%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 39 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 31 30 30
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.31 0.30 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.55 0.55 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
LITTLE MOUNTAIN DRIVE
CARLOS
SUNNY
DRY
DATE: 08/20/24 DAY: Tuesday TIME PERIOD: 11:58AM 12:36PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): VALENCIA AVE AND DEL ROSA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1455 LYNWOOD DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 1 0 1
55 X 1 0 1 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 X X 2 0 2
49 X X X 1 2 3
48 X 0 1 1
47 X X 1 1 2
46 X X X 2 1 3
45 X X X X 2 2 4
44 X X X X X X X X 4 4 8
43 X X X X X X X X X X X X 4 8 12 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X 4 7 11
41 X X X X X X X 2 5 7
40 X X X X X X X 5 2 7 85TH %: 44 43 43 M.P.H.
39 X X X X X X X X X X X X X X X X X 9 8 17
38 X X X X X X X X X X X X X X X X X X X 7 12 19 50TH %: 37 38 37 M.P.H. 37 X X X X X X X X X X X X X X 5 9 14
36 X X X X X X X X 4 4 8 15TH %: 32 33 32 M.P.H.
35 X X X X X X X X X X X X X X X X X 9 8 17 *
34 X X X X X X X X X X X X X X 9 5 14 * 10 MPH PACE: 31 - 40 34 - 43 30 - 39 M.P.H. 33 X X X X X X X X X X X X X 6 7 13 *
32 X X X X X X X X X X X 7 4 11 P % IN PACE: 67% 68% 66% 31 X X X X X X X X X X 6 4 10 A
30 X X X X X X X X 5 3 8 C % OVER PACE: 26% 11% 32%
29 X 0 1 1 E
28 X X 0 2 2 * % UNDER PACE: 7% 21% 3%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 38 38 38 M.P.H.
25 X 1 0 1
24 X 1 0 1 SAMPLE VARIANCE: 38 23 30
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.38 0.23 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.62 0.48 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
LYNWOOD DRIVE
CARLOS
SUNNY
DRY
DATE: 08/08/24 DAY: Thursday TIME PERIOD: 10:18AM 10:47AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): HIGHLAND AVE AND NORTH CITY LIMITS 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2388 MACY ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 0 0 0
49 0 0 0
48 X 0 1 1
47 X X X 2 1 3
46 X X 1 1 2
45 X X X 1 2 3
44 X X X X X 1 4 5
43 X X X X X X X X X 4 5 9 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X 2 8 10
41 X X X X X X X 3 4 7
40 X X X X X X 3 3 6 85TH %: 40 42 42 M.P.H.
39 X X X X X X X X X X 7 3 10
38 X X X X X X X X X X X X X 6 7 13 50TH %: 36 36 36 M.P.H. 37 X X X X X X X X X X X X X 6 7 13
36 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 15 16 31 15TH %: 31 32 32 M.P.H. 35 X X X X X X X X X X X X X X X X X 8 9 17 *
34 X X X X X X X X X X X X X X X 11 4 15 * 10 MPH PACE: 30 - 39 33 - 42 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X X 8 8 16 *
32 X X X X X X X X X 6 3 9 P % IN PACE: 77% 69% 70%
31 X X X X X X X 4 3 7 A
30 X X X X X X X X 6 2 8 C % OVER PACE: 17% 15% 24%
29 X X X X X X 4 2 6 E
28 X X X X 1 3 4 * % UNDER PACE: 6% 16% 7%
27 X X X X 1 3 4 *
26 0 0 0 * ARITHMETIC MEAN: 36 37 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 19 25 22
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.25 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.50 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MACY STREET
CARLOS
SUNNY
DRY
DATE: 08/21/24 DAY: Wednesday TIME PERIOD: 1:33PM 2:36PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): LADERA RD AND WATERMAN AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF STODDARD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 0 1 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 0 2 2
41 X X X X X 2 3 5
40 X X X X 2 2 4 85TH %: 36 37 37 M.P.H.
39 X X X X X 1 4 5
38 X X X X X X X 4 3 7 50TH %: 31 32 31 M.P.H.
37 X X X X X X X X 6 2 8
36 X X X X X X X X 4 4 8 15TH %: 27 27 27 M.P.H.
35 X X X X X X X X X X X X X 4 9 13 *
34 X X X X X X X X X X X X X X 8 6 14 * 10 MPH PACE: 28 - 37 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X X X X 11 7 18 *
32 X X X X X X X X X X X X X X 6 8 14 P % IN PACE: 73% 73% 72% 31 X X X X X X X X X X X X X X X X X X X X X 10 11 21 A 30 X X X X X X X X X X X X X X X X X 8 9 17 C % OVER PACE: 9% 21% 20% 29 X X X X X X X X X X 7 3 10 E
28 X X X X X X X X X X X X X X X X 9 7 16 * % UNDER PACE: 18% 6% 8% 27 X X X X X X X X X X X 5 6 11 *
26 X X X X X X X X X X 3 7 10 * ARITHMETIC MEAN: 31 32 32 M.P.H. 25 X X X X X X X 5 2 7
24 X X X 3 0 3 SAMPLE VARIANCE: 19 23 21
23 X X X 0 3 3
22 X X X 2 1 3 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.23 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.48 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MARSHALL BOULEVARD
CARLOS
SUNNY
DRY
DATE: 08/22/24 DAY: Thursday TIME PERIOD: 1:54PM 3:17PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BASELINE ST AND CAJON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1247 MASSACHUSETTS AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X 0 1 1
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 1 0 1
41 X X 0 2 2
40 X X 1 1 2 85TH %: 35 36 35 M.P.H.
39 X X X X X X X 4 3 7
38 X X 0 2 2 50TH %: 29 31 30 M.P.H.
37 X X X X X X 3 3 6
36 X X X X 2 2 4 15TH %: 24 26 25 M.P.H.
35 X X X X X X X X X X 5 5 10 *
34 X X X X X X X X X X X X X X 6 8 14 * 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X 4 5 9 *
32 X X X X X X X X X X X X X X X X X X X 11 8 19 P % IN PACE: 70% 70% 70% 31 X X X X X X X X X X X X X X X 4 11 15 A
30 X X X X X X X X X X X X X X X 9 6 15 C % OVER PACE: 11% 16% 14% 29 X X X X X X X X X X X X X X X 7 8 15 E
28 X X X X X X X X X X X 6 5 11 * % UNDER PACE: 19% 14% 17% 27 X X X X X X X X X X X X X X X X X 11 6 17 *
26 X X X X X X X X X X X X X X X 7 8 15 * ARITHMETIC MEAN: 30 31 30 M.P.H. 25 X X X X X X 4 2 6
24 X X X X X X X X X 4 5 9 SAMPLE VARIANCE: 23 33 28
23 X X X X X X 6 0 6
22 X X X X 2 2 4 STANDARD DEVIATION: 5 6 5 M.P.H.
21 X X X X 2 2 4
20 X X 1 1 2 VARIANCE OF THE MEAN: 0.23 0.33 0.14
19 X 0 1 1
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.48 0.58 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MASSACHUSETTS AVENUE
CARLOS
SUNNY
DRY
DATE: 08/13/24 DAY: Tuesday TIME PERIOD: 1:32PM 2:08PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 5TH ST AND BASELINE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 674 MEDICAL CENTER DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 0 0 0
49 X 1 0 1
48 0 0 0
47 0 0 0
46 X 1 0 1
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 2 0 2
41 X 1 0 1
40 X X 1 1 2 85TH %: 36 35 36 M.P.H.
39 X X X X X 2 3 5
38 X X X X X X 4 2 6 50TH %: 32 31 32 M.P.H.
37 X X 1 1 2
36 X X X X X X X X X X X X 5 7 12 15TH %: 29 27 28 M.P.H. 35 X X X X X X X X X X X X X X X 10 5 15 *
34 X X X X X X X X X X X X X X X X X 8 9 17 * 10 MPH PACE: 29 - 38 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X X X X X 11 8 19 *
32 X X X X X X X X X X X X X X X X X X X X X X X X X X 14 12 26 P % IN PACE: 82% 86% 84% 31 X X X X X X X X X X X X X X X X X X X 10 9 19 A
30 X X X X X X X X X X X X X X X X X X X 11 8 19 C % OVER PACE: 9% 14% 17% 29 X X X X X X X X X X X X X X X X X X 8 10 18 E
28 X X X X X X X X X 2 7 9 * % UNDER PACE: 9% 0% 0%
27 X X X X X X X X X X X 3 8 11 *
26 X X X X X X X X X X X X X X 4 10 14 * ARITHMETIC MEAN: 33 31 32 M.P.H. 25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 20 13 17
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.13 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.36 0.29 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MEDICAL CENTER DRIVE
CARLOS
SUNNY
DRY
DATE: 08/08/24 DAY: Thursday TIME PERIOD: 3:19PM 3:48PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BASELINE ST AND CAJON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2196 MEDICAL CENTER DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 X 0 1 1
48 X X X 2 1 3
47 X 1 0 1
46 X X 1 1 2
45 X 0 1 1
44 X X X 1 2 3
43 X X X X X 2 3 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X 3 6 9
41 X X X X X X X X X 4 5 9
40 X X X X X X X X X X X X X X X 7 8 15 85TH %: 40 41 41 M.P.H. 39 X X X X X X X X X X X X X X X X X X X 8 11 19
38 X X X X X X X X X X X X 9 3 12 50TH %: 36 36 36 M.P.H. 37 X X X X X X X X X X X X X X X X 8 8 16
36 X X X X X X X X X X X X X X 4 10 14 15TH %: 32 32 32 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 16 14 30 * 34 X X X X X X X X X X X X 6 6 12 * 10 MPH PACE: 31 - 40 32 - 41 32 - 41 M.P.H. 33 X X X X X X X X X X X X 7 5 12 *
32 X X X X X X X X X X X X X X X 6 9 15 P % IN PACE: 77% 79% 77% 31 X X X X X X X X X 6 3 9 A
30 X X X X X X 4 2 6 C % OVER PACE: 15% 15% 13%
29 X X 1 1 2 E
28 X 1 0 1 * % UNDER PACE: 8% 6% 10%
27 X X 2 0 2 *
26 0 0 0 * ARITHMETIC MEAN: 36 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 21 17 19
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.21 0.17 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.46 0.41 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MEDICAL CENTER DRIVE
CARLOS
SUNNY
DRY
DATE: 11/01/23 DAY: Wednesday TIME PERIOD: 9:07AM 9:31AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): EUCALYPTUS AVE AND MACY ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2627 MILL ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 X 1 0 1
59 0 0 0 COMMENTS: WEATHER:
58 X 0 1 1
57 0 0 0 ROAD SURFACE:
56 X X 2 0 2
55 X 0 1 1 ROAD CONDITION:
54 X X 2 0 2
53 X X 0 2 2 DATA COLLECTION METHOD:
52 X X X X 1 3 4
51 X X 1 1 2
50 X X 1 1 2
49 X X X X X 2 3 5
48 X X X X 2 2 4
47 X X 1 1 2
46 X X X X 2 2 4
45 X X X X X X X X X X X X X X X X 9 7 16
44 X X X X X X X X X X X 5 6 11
43 X X X X X X X X X X X X X X X 7 8 15 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X 5 5 10
41 X X X X X X X X X X X X X X 8 6 14
40 X X X X X X X X X X X X X X X X X X X 11 8 19 85TH %: 45 46 46 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X X 9 12 21
38 X X X X X 5 0 5 50TH %: 40 40 40 M.P.H.
37 X X X X X X X X X X X 4 7 11
36 X X X X X X X X X X X X 6 6 12 15TH %: 35 35 35 M.P.H. 35 X X X X X X X X X 3 6 9 *
34 X X X X X X X 2 5 7 * 10 MPH PACE: 36 - 45 36 - 45 36 - 45 M.P.H. 33 X X X X X X X X 4 4 8 *
32 X X X 3 0 3 P % IN PACE: 69% 65% 67%
31 X 0 1 1 A
30 X X X X X 3 2 5 C % OVER PACE: 15% 17% 16%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 16% 18% 17%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 41 41 41 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 37 33 35
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.37 0.33 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.60 0.57 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
CARLOS
TO
MILL STREET
RADAR
FAIR
CLEAR
DRY
DATE: 08/22/24 DAY: Thursday TIME PERIOD: 12:27PM 12:57PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WATERMAN AVE AND TIPPECANOE AVE 65 0 0 0
64 X 1 0 1 OBSERVATION POINT: EAST OF GIFFORD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 0 1 1
57 0 0 0 ROAD SURFACE:
56 X 0 1 1
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 X X 1 1 2 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X X X 1 3 4
50 X X 1 1 2
49 X 0 1 1
48 X X X X X 3 2 5
47 X X X X X 2 3 5
46 X X X X X 3 2 5
45 X X X X X X X X X X X 8 3 11
44 X X X X X X X X X X 5 5 10
43 X X X X X X X X X X X 8 3 11 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X 5 7 12
41 X X X X X X X X X 5 4 9
40 X X X X X X X X X X X 4 7 11 85TH %: 45 46 45 M.P.H. 39 X X X X X X X X X X X X 7 5 12
38 X X X X X X 2 4 6 50TH %: 39 39 39 M.P.H.
37 X X X X X X X X X X X X X 7 6 13
36 X X X X X X X X X X X X 7 5 12 15TH %: 32 32 32 M.P.H. 35 X X X X X X X X X X X 5 6 11 *
34 X X X X X X X X X X X X X X X 7 8 15 * 10 MPH PACE: 36 - 45 33 - 42 34 - 43 M.P.H. 33 X X X X X X 2 4 6 *
32 X X X X X X 3 3 6 P % IN PACE: 58% 56% 56%
31 X X 1 1 2 A
30 X X X X X X 4 2 6 C % OVER PACE: 12% 28% 25%
29 X X X X X 2 3 5 E
28 X X 1 1 2 * % UNDER PACE: 30% 16% 19%
27 X X X X 0 4 4 *
26 X 1 0 1 * ARITHMETIC MEAN: 39 39 39 M.P.H.
25 X 0 1 1
24 X X X 2 1 3 SAMPLE VARIANCE: 47 51 49
23 X 1 0 1
22 0 0 0 STANDARD DEVIATION: 7 7 7 M.P.H.
21 X 1 0 1
20 0 0 0 VARIANCE OF THE MEAN: 0.47 0.51 0.24
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.69 0.71 0.49 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MILL STREET
CARLOS
SUNNY
DRY
DATE: 08/21/24 DAY: Wednesday TIME PERIOD: 9:00AM 11:00AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MELBORNE RD AND YARDLEY ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1589 MORGAN RD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 0 1 1
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X 0 1 1
40 X X X X X 3 2 5 85TH %: 36 37 37 M.P.H.
39 X X X X X 1 4 5
38 X X X X X X 2 4 6 50TH %: 31 31 31 M.P.H.
37 X X X X X X X 3 4 7
36 X X X X X X 3 3 6 15TH %: 25 26 26 M.P.H.
35 X X X X X X X 5 2 7 *
34 X X X X X X X X X X X X X 6 7 13 * 10 MPH PACE: 27 - 36 25 - 34 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X 8 7 15 *
32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 71% 66% 67% 31 X X X X X X X X X 3 6 9 A
30 X X X X X X X X X X X X X X 9 5 14 C % OVER PACE: 12% 24% 15% 29 X X X X X X X X 3 5 8 E
28 X X X X X X X X X X X X X X 6 8 14 * % UNDER PACE: 17% 10% 17% 27 X X X X X X X X X X X 4 7 11 *
26 X X X X X 2 3 5 * ARITHMETIC MEAN: 31 31 31 M.P.H. 25 X X X X X 2 3 5
24 X X X X X 4 1 5 SAMPLE VARIANCE: 24 28 26
23 X X X X X X X 3 4 7
22 X X 0 2 2 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X 0 1 1
20 X 0 1 1 VARIANCE OF THE MEAN: 0.32 0.32 0.16
19 0 0 0
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.57 0.57 0.40 M.P.H. 17 0 0 0
16 X 1 0 1
15 0 0 0
75 87 162
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MORGAN ROAD
CARLOS
CLEAR
DRY
DATE: 11/01/23 DAY: Wednesday TIME PERIOD: 10:01AM 10:36AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): RIALTO AVE AND 7TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 565 MT VERNON AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 X 0 1 1 85TH %: 34 35 34 M.P.H.
39 X X 1 1 2
38 X X X X 1 3 4 50TH %: 30 30 30 M.P.H.
37 X X X X 0 4 4
36 X X X X X 2 3 5 15TH %: 26 27 26 M.P.H.
35 X X X X X X X X X X 5 5 10 *
34 X X X X X X X X X X X X X X X X X 10 7 17 * 10 MPH PACE: 26 - 35 25 - 34 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X X X 12 5 17 *
32 X X X X X X X X X X X X X X X X X X X X 10 10 20 P % IN PACE: 89% 80% 84% 31 X X X X X X X X X X X X X X X X X X X 8 11 19 A
30 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 C % OVER PACE: 4% 17% 8% 29 X X X X X X X X X X X X X X X X X X 8 10 18 E
28 X X X X X X X X X X X X X X X X X X X X X 12 9 21 * % UNDER PACE: 7% 3% 8% 27 X X X X X X X X X X 4 6 10 *
26 X X X X X X X X X X X X X X 9 5 14 * ARITHMETIC MEAN: 30 31 31 M.P.H. 25 X X X X X X X X X 3 6 9
24 X X X X X X X 4 3 7 SAMPLE VARIANCE: 11 14 13
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.11 0.14 0.06
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.33 0.38 0.25 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
CLEAR
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
MT VERNON AVENUE
DATE: 08/12/24 DAY: Monday TIME PERIOD: 9:03AM 9:14AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GRANT AVE AND RIALTO AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF ESPERANZA ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 1 0 1
45 0 0 0
44 0 0 0
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X X X X 2 4 6
41 X 0 1 1
40 X X X X X X 4 2 6 85TH %: 37 36 37 M.P.H.
39 X X 1 1 2
38 X X X X X X X X 5 3 8 50TH %: 32 33 33 M.P.H.
37 X X X X X X X X 5 3 8
36 X X X X X X X X X X X X 3 9 12 15TH %: 28 29 29 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 6 13 19 *
34 X X X X X X X X X X X X X X X X X X X X X X X X 11 13 24 * 10 MPH PACE: 26 - 35 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X 8 9 17 *
32 X X X X X X X X X X X X X 5 8 13 P % IN PACE: 77% 84% 80% 31 X X X X X X X X X X X X X X 10 4 14 A
30 X X X X X X X X X X X X X X X X X X X X X X 13 9 22 C % OVER PACE: 21% 15% 17% 29 X X X X X X X X X X X X X X X X X 9 8 17 E
28 X X X X X X X X X X X X 6 6 12 * % UNDER PACE: 2% 1% 4% 27 X X X X X X X X X X 5 5 10 *
26 X X X X X 4 1 5 * ARITHMETIC MEAN: 32 33 33 M.P.H. 25 X 1 0 1
24 X 1 0 1 SAMPLE VARIANCE: 18 15 17
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.18 0.15 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.39 0.29 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MT VERNON AVENUE
CARLOS
SUNNY
DRY
DATE: 08/12/24 DAY: Monday TIME PERIOD: 9:35AM 9:59AM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 7TH ST AND 21ST ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1055 MT VERNON AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 1 0 1
48 X 1 0 1
47 X 0 1 1
46 0 0 0
45 X 1 0 1
44 X X X X X 3 2 5
43 X X X X X 4 1 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 1 1 2
41 X X X X X 3 2 5
40 X X X X 2 2 4 85TH %: 40 38 39 M.P.H.
39 X X X X X X 5 1 6
38 X X X X X X X X X X X X X X X 9 6 15 50TH %: 35 34 34 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X 6 14 20
36 X X X X X X X X X X X X X X X X X 11 6 17 15TH %: 30 30 30 M.P.H. 35 X X X X X X X X X X X X X X X X 7 9 16 *
34 X X X X X X X X X X X X X X X X X X X X X X X 12 11 23 * 10 MPH PACE: 30 - 39 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X 8 8 16 *
32 X X X X X X X X X X X X X X X 2 13 15 P % IN PACE: 70% 86% 77% 31 X X X X X X X X X X 5 5 10 A
30 X X X X X X X X X X X X X X 5 9 14 C % OVER PACE: 16% 10% 16% 29 X X X X X X X X 3 5 8 E
28 X X X X X X 4 2 6 * % UNDER PACE: 14% 4% 8%
27 X X X 3 0 3 *
26 X X X X 3 1 4 * ARITHMETIC MEAN: 35 34 35 M.P.H.
25 X X 1 1 2
24 0 0 0 SAMPLE VARIANCE: 25 16 20
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.25 0.16 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.40 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MT VERNON AVENUE
CARLOS
SUNNY
DRY
DATE: 08/12/24 DAY: Monday TIME PERIOD: 10:12AM 10:54AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 21ST ST AND 27TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF HERRINGTON AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X 0 2 2
40 X 0 1 1 85TH %: 36 37 36 M.P.H.
39 X X X X X X X 3 4 7
38 X X X X X 2 3 5 50TH %: 32 33 32 M.P.H.
37 X X X X X X X X X 4 5 9
36 X X X X X X X X X X X X X X X X X 8 9 17 15TH %: 29 28 29 M.P.H. 35 X X X X X X X X X X X X X 8 5 13 *
34 X X X X X X X X X X X X X X X X X X X X X X X X X 12 13 25 * 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X 9 8 17 *
32 X X X X X X X X X X X X X X X X X X X X X X X 13 10 23 P % IN PACE: 89% 80% 85% 31 X X X X X X X X X X X X X X X X 9 7 16 A
30 X X X X X X X X X X X X X X X X X 7 10 17 C % OVER PACE: 6% 11% 9% 29 X X X X X X X X X X X X X X X X X X X 13 6 19 E
28 X X X X X X X X X X X X X 6 7 13 * % UNDER PACE: 5% 9% 7% 27 X X X X X X X 4 3 7 *
26 X X X X X 0 5 5 * ARITHMETIC MEAN: 32 33 33 M.P.H. 25 X 0 1 1
24 0 0 0 SAMPLE VARIANCE: 11 15 13
23 X 1 0 1
22 0 0 0 STANDARD DEVIATION: 3 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.11 0.15 0.07
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.34 0.39 0.26 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MT VERNON AVENUE
CARLOS
SUNNY
DRY
DATE: 08/23/24 DAY: Friday TIME PERIOD: 1:36PM 2:19PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): VICTORIA ST AND HIGHLAND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1701 MT VIEW AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X X 1 1 2
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 0 0 0
49 0 0 0
48 X X X 0 3 3
47 X X X 2 1 3
46 X X 1 1 2
45 X X X X 1 3 4
44 X X X X X 4 1 5
43 X X X X X X X 3 4 7 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X 4 3 7
41 X X X X X X X X X X 3 7 10
40 X X X X X X X X X X X X X X X 7 8 15 85TH %: 42 42 42 M.P.H. 39 X X X X X X X X X X 6 4 10
38 X X X X X X X X X X X X X X X 7 8 15 50TH %: 37 36 37 M.P.H. 37 X X X X X X X X X X X X X X X X 11 5 16
36 X X X X X X X X 3 5 8 15TH %: 30 31 31 M.P.H.
35 X X X X X X X X X X X X X X X X X 5 12 17 *
34 X X X X X X X X X X X X X X X X X X X X X X X 12 11 23 * 10 MPH PACE: 32 - 41 33 - 42 33 - 42 M.P.H. 33 X X X X X X X X X X X X 7 5 12 *
32 X X X X X X X 5 2 7 P % IN PACE: 66% 68% 67%
31 X X X X X X X X 2 6 8 A
30 X X X X X X X X X X 6 4 10 C % OVER PACE: 17% 15% 14% 29 X X X X X 3 2 5 E
28 X X X X 2 2 4 * % UNDER PACE: 17% 17% 20%
27 X X X 2 1 3 *
26 X 1 0 1 * ARITHMETIC MEAN: 36 37 37 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 31 31 31
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.31 0.31 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.56 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MT VIEW AVENUE
CARLOS
SUNNY
DRY
DATE: 08/23/24 DAY: Friday TIME PERIOD: 2:24PM 3:16PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): HIGHLAND AVE AND ELECTRIC AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2724 MT VIEW AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 0 1 1
44 0 0 0
43 X X X 2 1 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 0 3 3
41 X X 2 0 2
40 X X X X X X X X X X X X X X X 6 9 15 85TH %: 39 39 39 M.P.H. 39 X X X X X X X X X X X X X X 10 4 14
38 X X X X X X X X X X X X X X X X X 9 8 17 50TH %: 33 34 34 M.P.H. 37 X X X X X X X X X X 4 6 10
36 X X X X X X X X X X X 3 8 11 15TH %: 27 28 28 M.P.H. 35 X X X X X X X X X X X X X X X 6 9 15 *
34 X X X X X X X X X X X 8 3 11 * 10 MPH PACE: 30 - 39 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X X 4 7 11 *
32 X X X X X X X X X X X X X 7 6 13 P % IN PACE: 62% 65% 63% 31 X X X X X X X 4 3 7 A
30 X X X X X X X X X X X X 7 5 12 C % OVER PACE: 10% 18% 19% 29 X X X X X X X X X X X X X X X X X X 8 10 18 E
28 X X X X X X X X 5 3 8 * % UNDER PACE: 28% 17% 19%
27 X X X X X X X X 3 5 8 *
26 X X 2 0 2 * ARITHMETIC MEAN: 33 33 33 M.P.H.
25 X X X X X 3 2 5
24 X X X X 3 1 4 SAMPLE VARIANCE: 29 29 29
23 X X 0 2 2
22 X X X X 2 2 4 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X X 1 1 2
20 X 0 1 1 VARIANCE OF THE MEAN: 0.29 0.29 0.15
19 X 1 0 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.54 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MT VIEW AVENUE
CARLOS
SUNNY
DRY
DATE: 08/23/24 DAY: Friday TIME PERIOD: 9:47AM 11:47AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ELECTRIC AVE AND HILL DR/PINEHURST CT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 4095 MT VIEW AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 X 1 0 1
48 0 0 0
47 X 1 0 1
46 0 0 0
45 0 0 0
44 0 0 0
43 X X X 2 1 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 2 1 3
41 X 1 0 1
40 X X X X X 2 3 5 85TH %: 36 37 36 M.P.H.
39 X X X X 1 3 4
38 X X X X 2 2 4 50TH %: 31 33 32 M.P.H.
37 X X X X 0 4 4
36 X X X X X X X X X X X X X 6 7 13 15TH %: 25 28 27 M.P.H. 35 X X X X X X X X X X X X X X X X X X 9 9 18 *
34 X X X X X X X X X X X X X X X X X X X 9 10 19 * 10 MPH PACE: 27 - 36 28 - 37 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X 6 11 17 *
32 X X X X X X X X X X X X 7 5 12 P % IN PACE: 70% 76% 72% 31 X X X X X X X X X X X X X X X X X X X X 11 9 20 A
30 X X X X X X X X X X 5 5 10 C % OVER PACE: 13% 12% 14% 29 X X X X X X X X X X X X X 6 7 13 E
28 X X X X X X X X X X X 7 4 11 * % UNDER PACE: 17% 13% 14% 27 X X X X X X 4 2 6 *
26 X X X X X X 2 4 6 * ARITHMETIC MEAN: 32 33 32 M.P.H. 25 X X X X 3 1 4
24 X X X X X 1 4 5 SAMPLE VARIANCE: 36 23 30
23 X X X X X X 5 1 6
22 X X 2 0 2 STANDARD DEVIATION: 6 5 5 M.P.H.
21 X 1 0 1
20 X X 2 0 2 VARIANCE OF THE MEAN: 0.36 0.24 0.15
19 X 1 0 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.60 0.49 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 94 194
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
MT VIEW AVENUE
CARLOS
SUNNY
DRY
DATE: 08/15/24 DAY: Thursday TIME PERIOD: 3:15PM 4:04PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 600' S/O W LITTLE LEAGUE DR AND O'ROURKE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 6707 N LITTLE LEAGUE DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: NOT POSTED OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X X 2 0 2
50 X X X 2 1 3
49 0 0 0
48 X 1 0 1
47 X 1 0 1
46 X X X 2 1 3
45 X 1 0 1
44 X X 2 0 2
43 X X X X X X 4 2 6 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X 3 2 5
41 X X X X X X 3 3 6
40 X X X X X 3 2 5 85TH %: 42 38 40 M.P.H.
39 X X X X X 3 2 5
38 X X X X X X X X X X X 8 3 11 50TH %: 34 31 33 M.P.H. 37 X X X X X X X X 4 4 8
36 X X X X X X X X X X 6 4 10 15TH %: 27 27 27 M.P.H. 35 X X X X X X X X 5 3 8 *
34 X X X X X X X X X X X 3 8 11 * 10 MPH PACE: 29 - 38 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X 4 10 14 *
32 X X X X X X X X X X X X 7 5 12 P % IN PACE: 53% 72% 61% 31 X X X X X X X X X X X X 4 8 12 A
30 X X X X X X X X X X X X X X X X X 8 9 17 C % OVER PACE: 27% 20% 30% 29 X X X X X X X X X X X X 4 8 12 E
28 X X X X X X X X X X X X X X 5 9 14 * % UNDER PACE: 20% 8% 10% 27 X X X X X X X X X X X X 4 8 12 *
26 X X X X X X 5 1 6 * ARITHMETIC MEAN: 35 32 34 M.P.H. 25 X X X X X X X 5 2 7
24 X X X 1 2 3 SAMPLE VARIANCE: 46 28 38
23 X 0 1 1
22 X X 0 2 2 STANDARD DEVIATION: 7 5 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.46 0.28 0.19
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.68 0.53 0.44 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
N LITTLE LEAGUE DRIVE
CARLOS
SUNNY
DRY
DATE: 08/15/24 DAY: Thursday TIME PERIOD: 10:45AM 12:45PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MAGNOLIA AVE AND PINE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2950 OHIO AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: NOT POSTED OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 0 1 1
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 2 1 3
41 X X X 2 1 3
40 X 1 0 1 85TH %: 37 33 37 M.P.H.
39 X X X X X X 5 1 6
38 X X X 0 3 3 50TH %: 29 27 28 M.P.H.
37 X X X X X X X X X 8 1 9
36 X X X X 3 1 4 15TH %: 21 21 21 M.P.H.
35 X X X X X X 2 4 6 *
34 X X 1 1 2 * 10 MPH PACE: 21 - 30 22 - 31 22 - 31 M.P.H. 33 X X X X X 2 3 5 *
32 X X X X X X 1 5 6 P % IN PACE: 51% 58% 54%
31 X X X X X X X X X 2 7 9 A
30 X X X X X X X X X X X X 8 4 12 C % OVER PACE: 37% 24% 29% 29 X X X X X X X 4 3 7 E
28 X X X X X X X X X X 4 6 10 * % UNDER PACE: 12% 18% 17% 27 X X X X X X X X X X 6 4 10 *
26 X X X X X X X X 2 6 8 * ARITHMETIC MEAN: 29 27 28 M.P.H. 25 X X X X X X 3 3 6
24 X X X X X X X X 2 6 8 SAMPLE VARIANCE: 52 37 44
23 X X X X X X X X X X X X X X X X 8 8 16
22 X X X X X X X X 2 6 8 STANDARD DEVIATION: 7 6 7 M.P.H. 21 X X X X X X X 3 4 7
20 X X X X X X X X 3 5 8 VARIANCE OF THE MEAN: 0.63 0.40 0.26 19 X X X X X 0 5 5
18 X X X X 2 2 4 STD. ERROR OF THE MEAN: 0.80 0.64 0.51 M.P.H. 17 X X X X 4 0 4
16 X 1 0 1
15 0 0 0
82 91 173
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
OHIO AVENUE
CARLOS
SUNNY
DRY
DATE: 08/09/24 DAY: Friday TIME PERIOD: 12:08PM 12:29PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): E ST AND ARROWHEAD AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 499 ORANGE SHOW RD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 0 1 1
45 X X X 0 3 3
44 X X 1 1 2
43 X X X 2 1 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 X X 2 0 2
40 X X X X X X X 2 5 7 85TH %: 38 38 38 M.P.H.
39 X X X X 2 2 4
38 X X X X X X X X X X 6 4 10 50TH %: 33 33 33 M.P.H. 37 X X X X X X X X X X X X X X X 7 8 15
36 X X X X X X X 4 3 7 15TH %: 28 29 28 M.P.H.
35 X X X X X X X X X X X X X X X 11 4 15 *
34 X X X X X X X X X X X X X X X X X 8 9 17 * 10 MPH PACE: 26 - 35 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X 6 14 20 *
32 X X X X X X X X X X X X X 6 7 13 P % IN PACE: 73% 78% 75% 31 X X X X X X X X X X X X X X X X X X X X X 10 11 21 A 30 X X X X X X X X X X X X X X X X 8 8 16 C % OVER PACE: 27% 19% 18% 29 X X X X X X X X X 5 4 9 E
28 X X X X X X X X X X X X X X X X 6 10 16 * % UNDER PACE: 0% 3% 8% 27 X X X X X X X X X X 8 2 10 *
26 X X X X X X 5 1 6 * ARITHMETIC MEAN: 33 34 33 M.P.H. 25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 20 21 20
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.21 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.46 0.32 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
ORANGE SHOW ROAD
CARLOS
SUNNY
DRY
DATE: 08/09/24 DAY: Friday TIME PERIOD: 11:31AM 11:58AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): ARROWHEAD AVE AND TIPPECANOE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 520 ORANGE SHOW RD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 50 MPH OBSERVER:
60 0 0 0
59 X 0 1 1 COMMENTS: WEATHER:
58 X 0 1 1
57 X 1 0 1 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 X 1 0 1
53 X X 1 1 2 DATA COLLECTION METHOD:
52 X X X 3 0 3
51 X X X 2 1 3
50 X X X X X X X 2 5 7
49 X X X X X X X X X 5 4 9
48 X X X X X 2 3 5
47 X X X X X X X 5 2 7
46 X X X X X X X X X X X 4 7 11
45 X X X X X X X X X X X X 7 5 12
44 X X X X X X X X X X X 3 8 11
43 X X X X X X X X X X X X X X X 5 10 15 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X X 8 6 14
41 X X X X X X X X X X X 7 4 11
40 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 85TH %: 48 48 48 M.P.H. 39 X X X X X X X X X X X X X X 7 7 14
38 X X X X X X X X X X X X X X X X X 11 6 17 50TH %: 41 42 42 M.P.H. 37 X X X X X X X X 3 5 8
36 X X X X X X X X X X X 8 3 11 15TH %: 37 37 37 M.P.H. 35 X X X 1 2 3 *
34 X X 1 1 2 * 10 MPH PACE: 36 - 45 37 - 46 37 - 46 M.P.H. 33 X X X 2 1 3 *
32 X X X 1 2 3 P % IN PACE: 69% 70% 68%
31 X 0 1 1 A
30 X 0 1 1 C % OVER PACE: 26% 19% 21%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 5% 11% 12%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 42 42 42 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 27 30 28
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.27 0.30 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.54 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
ORANGE SHOW ROAD
CARLOS
SUNNY
DRY
DATE: 08/16/24 DAY: Friday TIME PERIOD: 9:01AM 10:26AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): PACIFIC ST AND HIGHLAND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF RAINBOW LANE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 0 0 0
49 X 1 0 1
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 0 1 1
43 X X X 1 2 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 1 1 2
41 X X X X 2 2 4
40 X X 2 0 2 85TH %: 38 38 38 M.P.H.
39 X X X X 3 1 4
38 X X X X X X X X X X X X X 5 8 13 50TH %: 32 33 32 M.P.H. 37 X X X X X X X X X X X X X X X 6 9 15
36 X X X X X X X X X X X X X 5 8 13 15TH %: 27 28 28 M.P.H. 35 X X X X X X X X X X X 7 4 11 *
34 X X X X X X X X X X X X X 5 8 13 * 10 MPH PACE: 26 - 35 29 - 38 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X 4 10 14 *
32 X X X X X X X X X X X X X X 8 6 14 P % IN PACE: 70% 74% 71% 31 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 A 30 X X X X X X X X X X X X X 9 4 13 C % OVER PACE: 27% 8% 16% 29 X X X X X X X X X X X X 6 6 12 E
28 X X X X X X X X X X X X X X 8 6 14 * % UNDER PACE: 3% 18% 14% 27 X X X X X X X X X X X X 5 7 12 *
26 X X X X X X X X X X 7 3 10 * ARITHMETIC MEAN: 33 33 33 M.P.H. 25 X X X X X 3 2 5
24 0 0 0 SAMPLE VARIANCE: 26 24 25
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.24 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.49 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
ORANGE STREET
CARLOS
SUNNY
DRY
DATE: 08/16/24 DAY: Friday TIME PERIOD: 10:30AM 11:22AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): HIGHLAND AVE AND PIEDMONT DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2535 ORANGE ST
63 0 0 0
62 0 0 0
61 X 0 1 1 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 X 1 0 1
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 X 1 0 1
50 X 1 0 1
49 X X X 3 0 3
48 X X X 2 1 3
47 X 1 0 1
46 X X X X 3 1 4
45 X X X X 2 2 4
44 X X X X X X X 3 4 7
43 X X X X 2 2 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X 1 4 5
41 X X X X X X X X X X 6 4 10
40 X X X X X X X X X X X X X X X X X 9 8 17 85TH %: 44 42 43 M.P.H. 39 X X X X X X X X X X X X X X X X 11 5 16
38 X X X X X X X X X X X X X 4 9 13 50TH %: 37 37 37 M.P.H. 37 X X X X X X X X X X X X X X X X 8 8 16
36 X X X X X X X X X X X X X X X X 7 9 16 15TH %: 32 31 32 M.P.H. 35 X X X X X X X X X X X X X X 6 8 14 *
34 X X X X X X X X X X X 5 6 11 * 10 MPH PACE: 32 - 41 31 - 40 32 - 41 M.P.H. 33 X X X X X X X X X X X X X X 7 7 14 *
32 X X X X X X X X X 5 4 9 P % IN PACE: 68% 69% 68%
31 X X X X X X X X X 4 5 9 A
30 X X X X X 2 3 5 C % OVER PACE: 20% 21% 19%
29 X X X X 2 2 4 E
28 X X X 2 1 3 * % UNDER PACE: 12% 10% 14%
27 X X X X 2 2 4 *
26 X 0 1 1 * ARITHMETIC MEAN: 38 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 35 34 35
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 X 0 1 1 VARIANCE OF THE MEAN: 0.35 0.34 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.59 0.59 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
ORANGE STREET
CARLOS
SUNNY
DRY
DATE: 08/15/24 DAY: Thursday TIME PERIOD: 9:01AM 9:24AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): KENDALL DR AND BELMONT AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF WASHINGTON ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 X X 1 1 2
51 0 0 0
50 X 1 0 1
49 X X 1 1 2
48 X X 2 0 2
47 X X 0 2 2
46 X X 2 0 2
45 X X X X X X X 5 2 7
44 X X X X X X X 3 4 7
43 X X X X X 3 2 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X X 5 9 14
41 X X X X X X X X X X X X X X 6 8 14
40 X X X X X X X X X X X X X X X X X X X X X 8 13 21 85TH %: 44 42 43 M.P.H. 39 X X X X X X X X X X X X X X X X X X X X X X X X X 13 12 25 38 X X X X X X X X X X X X X X X X X X X 9 10 19 50TH %: 39 39 39 M.P.H. 37 X X X X X X X X X X X X X X X 6 9 15
36 X X X X X X X X X X X X 5 7 12 15TH %: 33 35 34 M.P.H. 35 X X X X X X X X X X X X X 7 6 13 *
34 X X X X X X X 2 5 7 * 10 MPH PACE: 33 - 42 33 - 42 33 - 42 M.P.H. 33 X X X X X X X X X X X 7 4 11 *
32 X X X X X 3 2 5 P % IN PACE: 68% 83% 76%
31 X X X X 3 1 4 A
30 X X X X X 4 1 5 C % OVER PACE: 19% 12% 16%
29 X X 2 0 2 E
28 X 0 1 1 * % UNDER PACE: 13% 5% 9%
27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 38 39 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 28 16 22
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.16 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.40 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
PALM AVENUE
CARLOS
SUNNY
DRY
DATE: 08/15/24 DAY: Thursday TIME PERIOD: 9:28AM 10:41AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BELMONT AVE AND MELVIN AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF MEYERS RD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 0 0 0
50 0 0 0
49 X 0 1 1
48 X X 1 1 2
47 0 0 0
46 X 1 0 1
45 0 0 0
44 X X 1 1 2
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X 1 0 1
40 X X 1 1 2 85TH %: 34 35 34 M.P.H.
39 X 0 1 1
38 X 0 1 1 50TH %: 28 28 28 M.P.H.
37 X X X 1 2 3
36 X X X 2 1 3 15TH %: 22 22 22 M.P.H.
35 X X X X X X X X X X 5 5 10 *
34 X X X X 3 1 4 * 10 MPH PACE: 26 - 35 23 - 32 23 - 32 M.P.H. 33 X X X X X X X X 6 2 8 *
32 X X X X X X X X X X X X X X X X X 10 7 17 P % IN PACE: 65% 66% 64% 31 X X X X X X X X X X X 7 4 11 A
30 X X X X X X X X X X X X X X 4 10 14 C % OVER PACE: 9% 19% 21% 29 X X X X X X X X X X X X X 6 7 13 E
28 X X X X X X X X X X X X X X X X X X X X 11 9 20 * % UNDER PACE: 26% 15% 15% 27 X X X X X X X X X X X X X X X 9 6 15 *
26 X X X X X X X X X 4 5 9 * ARITHMETIC MEAN: 29 29 29 M.P.H. 25 X X X X X X X 3 4 7
24 X X X X X X X X X X X X X 5 8 13 SAMPLE VARIANCE: 41 43 42 23 X X X X X X X X X 3 6 9
22 X X X X X X X X X 5 4 9 STANDARD DEVIATION: 6 7 6 M.P.H. 21 X X X X X X 3 3 6
20 X X X X 2 2 4 VARIANCE OF THE MEAN: 0.41 0.43 0.21
19 X X X 1 2 3
18 X X X X X X X 3 4 7 STD. ERROR OF THE MEAN: 0.64 0.66 0.46 M.P.H. 17 X 1 0 1
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
PALM AVENUE
CARLOS
SUNNY
DRY
DATE: 08/16/24 DAY: Friday TIME PERIOD: 1:31PM 1:45PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ATLANTIC AVE AND PIEDMONT DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1978 PALM AVE (EAST)
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 0 1 1
43 X X X X 2 2 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 0 0 0
41 X 0 1 1
40 X X X 1 2 3 85TH %: 35 36 35 M.P.H.
39 X X X X 2 2 4
38 X X 1 1 2 50TH %: 31 33 32 M.P.H.
37 X X X X X X X 4 3 7
36 X X X X X X X 3 4 7 15TH %: 27 29 28 M.P.H.
35 X X X X X X X X X X X X X 5 8 13 *
34 X X X X X X X X X X X X X X X X X X X 9 10 19 * 10 MPH PACE: 26 - 35 28 - 37 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X X X X X 9 17 26 * 32 X X X X X X X X X X X X X X X X X X X X X 12 9 21 P % IN PACE: 81% 86% 83% 31 X X X X X X X X X X X X X X X X X X X X X 12 9 21 A
30 X X X X X X X X X X X X X X X X X 9 8 17 C % OVER PACE: 14% 9% 12% 29 X X X X X X X X X X X X X X X X X X 7 11 18 E
28 X X X X X X X X X X X X 5 7 12 * % UNDER PACE: 5% 5% 6% 27 X X X X X X X X X X X 9 2 11 *
26 X X X X 4 0 4 * ARITHMETIC MEAN: 31 32 32 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 22 16 19
23 X X X X 3 1 4
22 X 0 1 1 STANDARD DEVIATION: 5 4 4 M.P.H.
21 0 0 0
20 X 1 0 1 VARIANCE OF THE MEAN: 0.22 0.16 0.10
19 X 0 1 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.41 0.31 M.P.H. 17 X 1 0 1
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
PALM AVENUE (EAST)
CARLOS
SUNNY
DRY
DATE: 08/23/24 DAY: Friday TIME PERIOD: 11:52AM 12:56PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MOUNTAIN VIEW AVE AND VALENCIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 353 PARKDALE DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 1 0 1
48 0 0 0
47 X 1 0 1
46 X X 1 1 2
45 0 0 0
44 X 1 0 1
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 X X X X 1 3 4
40 X X 1 1 2 85TH %: 36 37 36 M.P.H.
39 X X X 0 3 3
38 X X X 2 1 3 50TH %: 30 30 30 M.P.H.
37 X X X X X X X X X X 5 5 10
36 X X X X 2 2 4 15TH %: 26 26 26 M.P.H.
35 X X X X X X X X X 3 6 9 *
34 X X X X X X X X X X X X 5 7 12 * 10 MPH PACE: 25 - 34 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X X 8 8 16 *
32 X X X X X X X X X X 8 2 10 P % IN PACE: 76% 69% 72%
31 X X X X X X X X X X X 6 5 11 A
30 X X X X X X X X X X X X X X X X X X X 10 9 19 C % OVER PACE: 19% 18% 17% 29 X X X X X X X X X X X X X 5 8 13 E
28 X X X X X X X X X X X X X X X X X X X X X X X 14 9 23 * % UNDER PACE: 5% 13% 12% 27 X X X X X X X X X X X X X X 7 7 14 *
26 X X X X X X X X X X X X X X X X 8 8 16 * ARITHMETIC MEAN: 31 31 31 M.P.H. 25 X X X X X X X X X 5 4 9
24 X X X X X 1 4 5 SAMPLE VARIANCE: 28 26 27
23 X X X X X X 2 4 6
22 X 0 1 1 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X 1 0 1
20 X 1 0 1 VARIANCE OF THE MEAN: 0.28 0.26 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.51 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
PARKDALE DRIVE
CARLOS
SUNNY
DRY
DATE: 08/08/24 DAY: Thursday TIME PERIOD: 9:41AM 9:56AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): RANDALL AVE AND MILL ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF LOS ROBLES CT
63 X 0 1 1
62 0 0 0
61 X X 1 1 2 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X X 1 1 2
57 X X 1 1 2 ROAD SURFACE:
56 X X 0 2 2
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X X 1 2 3
49 X X X 2 1 3
48 X X X 1 2 3
47 X X X X X X X 3 4 7
46 X X X X X X X X X X X 9 2 11
45 X X X X X X X X 3 5 8
44 X X X X X X X X X X 5 5 10
43 X X X X X X X X X X X X X X X X X 10 7 17 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X X X X X 9 8 17
41 X X X X X X X X X X X 6 5 11
40 X X X X X X X X X X X X X X 6 8 14 85TH %: 46 46 46 M.P.H. 39 X X X X X X X X X X 3 7 10
38 X X X X X X X X X X X X X X X X X X X X X X X X X 16 9 25 50TH %: 41 40 40 M.P.H. 37 X X X X X X X X X X X X X X X X 8 8 16
36 X X X X X X X X X X X 4 7 11 15TH %: 37 36 36 M.P.H. 35 X X X X X X X X 5 3 8 *
34 X X X X 2 2 4 * 10 MPH PACE: 37 - 46 36 - 45 37 - 46 M.P.H. 33 X X X 1 2 3 *
32 X X X 0 3 3 P % IN PACE: 75% 69% 70%
31 X X 1 1 2 A
30 X X 0 2 2 C % OVER PACE: 11% 17% 13%
29 0 0 0 E
28 X X 1 1 2 * % UNDER PACE: 14% 14% 18%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 41 41 41 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 29 41 35
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.41 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.64 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
PEPPER AVENUE
CARLOS
SUNNY
DRY
DATE: 08/08/24 DAY: Thursday TIME PERIOD: 9:08AM 9:33AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MILL ST AND NORTH CITY LIMITS 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF 2ND ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 X 0 1 1 COMMENTS: WEATHER:
58 X 1 0 1
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X X 1 1 2
50 X X X X 4 0 4
49 X X X 2 1 3
48 X X X X X X 5 1 6
47 X X X X X 3 2 5
46 X X X X X X X X X 5 4 9
45 X X X X X X X X X X X X X X X 7 8 15
44 X X X X X X X X X X X X X X X 8 7 15
43 X X X X X X X X X X 6 4 10 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X 4 8 12
41 X X X X X X X X X X X X X X X X X X 9 9 18
40 X X X X X X X X X X X X X 5 8 13 85TH %: 47 45 46 M.P.H. 39 X X X X X X X X X X X X X X X X X 10 7 17
38 X X X X X X X X X X X X X X X 7 8 15 50TH %: 41 40 41 M.P.H. 37 X X X X X X X X X X 3 7 10
36 X X X X X X X X X 4 5 9 15TH %: 35 35 35 M.P.H.
35 X X X X X X X X X X X X X X X 9 6 15 *
34 X X X X X X 1 5 6 * 10 MPH PACE: 35 - 44 36 - 45 37 - 46 M.P.H. 33 X X X X X 3 2 5 *
32 X X 1 1 2 P % IN PACE: 65% 71% 67%
31 X 0 1 1 A
30 X X 1 1 2 C % OVER PACE: 28% 12% 12%
29 X 0 1 1 E
28 X 1 0 1 * % UNDER PACE: 7% 17% 21%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 41 40 41 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 27 26 27
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.27 0.26 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.51 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
PEPPER AVENUE
CARLOS
SUNNY
DRY
DATE: 08/16/24 DAY: Friday TIME PERIOD: 11:25AM 1:25PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): YUMA DR AND ORANGE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF BANGOR AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 0 1 1
48 0 0 0
47 0 0 0
46 0 0 0
45 X 0 1 1
44 0 0 0
43 X X X 1 2 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X 0 1 1
40 X 0 1 1 85TH %: 34 36 35 M.P.H.
39 X X X 1 2 3
38 X X X X X 1 4 5 50TH %: 31 32 32 M.P.H.
37 X X X X X 2 3 5
36 X X X X X X X X 2 6 8 15TH %: 28 29 28 M.P.H.
35 X X X X X X X X X X X X X 4 9 13 *
34 X X X X X X X X X X X X X 6 7 13 * 10 MPH PACE: 27 - 36 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X 9 9 18 *
32 X X X X X X X X X X X X X X X X X X X X X X X X X X X 15 12 27 P % IN PACE: 91% 84% 87% 31 X X X X X X X X X X X X X X X X X 9 8 17 A
30 X X X X X X X X X X X X X X X X X X X X X X X X X 13 12 25 C % OVER PACE: 5% 15% 10% 29 X X X X X X X X X X X X X X X X 7 9 16 E
28 X X X X X X X X X X X X X X X X X X 11 7 18 * % UNDER PACE: 3% 1% 2% 27 X X X X X X X X X X X X 7 5 12 *
26 X X 1 1 2 * ARITHMETIC MEAN: 31 33 32 M.P.H.
25 X X 2 0 2
24 0 0 0 SAMPLE VARIANCE: 10 17 14
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 3 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.11 0.17 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.33 0.42 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
91 100 191
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
PIEDMONT DRIVE
CARLOS
SUNNY
DRY
DATE: 08/15/24 DAY: Thursday TIME PERIOD: 12:50PM 2:05PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): KENDALL DR AND BELMONT AVE 65 0 0 0
64 X X 0 2 2 OBSERVATION POINT: SOUTH OF POPPY DR
63 0 0 0
62 X 0 1 1
61 0 0 0 POSTED SPEED LIMIT: 50 MPH OBSERVER:
60 0 0 0
59 X 1 0 1 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X X X X 2 2 4
55 X X 2 0 2 ROAD CONDITION:
54 X X 1 1 2
53 X X X 1 2 3 DATA COLLECTION METHOD:
52 X X X X 1 3 4
51 X X X X 2 2 4
50 X X X X X X X 4 3 7
49 X X X X X X X X X X X X X X X X X 7 10 17
48 X X X X X X X X X X 7 3 10
47 X X X X X X X X X X X X 7 5 12
46 X X X X X X X X X X X X X 8 5 13
45 X X X X X X X X X X X X X 7 6 13
44 X X X X X X X X X X X 3 8 11
43 X X X X X X X X X X X 5 6 11 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X 7 5 12
41 X X X X X X X X X X 1 9 10
40 X X X X X X X X X 5 4 9 85TH %: 49 50 49 M.P.H.
39 X X X X X X X X 4 4 8
38 X X X X X X X X 2 6 8 50TH %: 44 44 44 M.P.H.
37 X X X X X X X X X 7 2 9
36 X X X X X 3 2 5 15TH %: 36 38 37 M.P.H.
35 X X X 2 1 3 *
34 X X X X X 2 3 5 * 10 MPH PACE: 42 - 51 40 - 49 40 - 49 M.P.H. 33 X X X X X 3 2 5 *
32 X 1 0 1 P % IN PACE: 57% 61% 59%
31 0 0 0 A
30 X X X 3 0 3 C % OVER PACE: 8% 16% 15%
29 X X 0 2 2 E
28 X X 1 1 2 * % UNDER PACE: 35% 23% 26%
27 X 1 0 1 *
26 0 0 0 * ARITHMETIC MEAN: 43 44 44 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 45 45 45
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 7 7 7 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.45 0.45 0.22
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.67 0.67 0.47 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
PINE AVENUE
CARLOS
SUNNY
DRY
DATE: 08/13/24 DAY: Tuesday TIME PERIOD: 10:20AM 10:49AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): EUCALYPTUS AVE AND MT VERNON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF TAMARISK AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 0 1 1
48 X X 0 2 2
47 0 0 0
46 X X 1 1 2
45 X 0 1 1
44 X X 0 2 2
43 X X X X 2 2 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X X X X X X 2 11 13
41 X X X X X 1 4 5
40 X X X X X X X X X X X X X X X 8 7 15 85TH %: 39 42 40 M.P.H. 39 X X X X X X X X X X X X X X X X 9 7 16
38 X X X X X X X X X X X X X X X 8 7 15 50TH %: 35 37 36 M.P.H. 37 X X X X X X X X X X X X X X 8 6 14
36 X X X X X X X X X X X X X X 9 5 14 15TH %: 32 32 32 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X 11 10 21 * 34 X X X X X X X X X X X X X X X X X X X 10 9 19 * 10 MPH PACE: 31 - 40 33 - 42 33 - 42 M.P.H. 33 X X X X X X X X X X X X X X X X X X X 12 7 19 *
32 X X X X X X X X X X X X X 6 7 13 P % IN PACE: 83% 73% 76% 31 X X X X X 2 3 5 A
30 X X X X X X X 5 2 7 C % OVER PACE: 6% 9% 6%
29 X 1 0 1 E
28 X X X X X X 4 2 6 * % UNDER PACE: 11% 18% 19%
27 X X X 1 2 3 *
26 X 0 1 1 * ARITHMETIC MEAN: 35 37 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 14 25 20
23 0 0 0
22 X 0 1 1 STANDARD DEVIATION: 4 5 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.14 0.25 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.37 0.50 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
RIALTO AVENUE
CARLOS
SUNNY
DRY
DATE: 11/01/23 DAY: Wednesday TIME PERIOD: 10:48AM 11:18AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MT VERNON AVE AND G ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1253 RIALTO AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X X 0 2 2
51 X 0 1 1
50 0 0 0
49 X 1 0 1
48 X X 1 1 2
47 X X X 1 2 3
46 0 0 0
45 X 0 1 1
44 X X X 1 2 3
43 X X X X 1 3 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X 2 1 3
41 X X X X X 2 3 5
40 X X X X X X X X X X X X X 5 8 13 85TH %: 39 41 40 M.P.H. 39 X X X X X X X X X X X X X 7 6 13
38 X X X X X X X X X X X X X X X X X X 6 12 18 50TH %: 33 36 35 M.P.H. 37 X X X X X X X X 5 3 8
36 X X X X X X X X X X X X X 7 6 13 15TH %: 27 31 30 M.P.H. 35 X X X X X X X X X X X X X X X X X 8 9 17 *
34 X X X X X X X X X X X X 2 10 12 * 10 MPH PACE: 31 - 40 31 - 40 31 - 40 M.P.H. 33 X X X X X X X X X X X X 8 4 12 *
32 X X X X X X X X X X X X X X X X 8 8 16 P % IN PACE: 62% 75% 69% 31 X X X X X X X X X X X X X X X 6 9 15 A
30 X X X X X X X X 5 3 8 C % OVER PACE: 9% 17% 13%
29 X X X X X X X X X 7 2 9 E
28 X X 2 0 2 * % UNDER PACE: 29% 8% 19%
27 X X X X X X X X X 7 2 9 *
26 X X X X 3 1 4 * ARITHMETIC MEAN: 34 37 35 M.P.H.
25 X X X X X 5 0 5
24 0 0 0 SAMPLE VARIANCE: 29 31 32
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.31 0.16
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.55 0.40 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
CARLOS
TO
RIALTO AVENUE
RADAR
FAIR
CLEAR
DRY
DATE: 11/01/23 DAY: Wednesday TIME PERIOD: 11:25AM 11:47AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): G ST AND SIERRA WAY 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF F ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 1 0 1
46 0 0 0
45 X X 2 0 2
44 X 1 0 1
43 X X X 2 1 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 1 0 1
41 X X 1 1 2
40 X X X X 2 2 4 85TH %: 37 35 36 M.P.H.
39 0 0 0
38 X X X X X X 3 3 6 50TH %: 32 30 31 M.P.H.
37 X X X X X X 3 3 6
36 X X X X X X 4 2 6 15TH %: 27 27 27 M.P.H.
35 X X X X X X X X X X X X X X 7 7 14 *
34 X X X X X X X X X X X X X X 9 5 14 * 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X X X 6 5 11 *
32 X X X X X X X X X X X X X X X X X X X 9 10 19 P % IN PACE: 74% 79% 77% 31 X X X X X X X X X X X X X X X X X X 12 6 18 A
30 X X X X X X X X X X X X X X X 7 8 15 C % OVER PACE: 20% 12% 16% 29 X X X X X X X X X X X X X X X 4 11 15 E
28 X X X X X X X X X X X X X X X X X X X X X X 9 13 22 * % UNDER PACE: 6% 9% 8% 27 X X X X X X X X X X X X X X X 5 10 15 *
26 X X X X X X X X X X 6 4 10 * ARITHMETIC MEAN: 32 31 31 M.P.H. 25 X X X X X X X X X 3 6 9
24 X X X X 2 2 4 SAMPLE VARIANCE: 25 17 22
23 X X 1 1 2
22 0 0 0 STANDARD DEVIATION: 5 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.25 0.17 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.41 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
CLEAR
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
RIALTO AVENUE
DATE: 11/01/23 DAY: Wednesday TIME PERIOD: 11:52AM 12:17PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): SIERRA WAY AND WATERMAN AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 174 RIALTO AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 1 0 1 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X 2 0 2
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 0 1 1
43 X X X 1 2 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 0 1 1
41 X X 2 0 2
40 X X X X X 3 2 5 85TH %: 37 36 37 M.P.H.
39 X X X X X X 2 4 6
38 X X X X X X 3 3 6 50TH %: 32 32 32 M.P.H.
37 X X X X X X X X 6 2 8
36 X X X X X X X X X X X X X 7 6 13 15TH %: 27 28 28 M.P.H. 35 X X X X X X X X 3 5 8 *
34 X X X X X X X X X X X X X X X 6 9 15 * 10 MPH PACE: 28 - 37 27 - 36 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X 7 10 17 *
32 X X X X X X X X X X X X X X X X 8 8 16 P % IN PACE: 70% 82% 75% 31 X X X X X X X X X X X X X X 5 9 14 A
30 X X X X X X X X X X X X X X X X X X X X X X X X 13 11 24 C % OVER PACE: 14% 15% 14% 29 X X X X X X X X X X X X X X X X 5 11 16 E
28 X X X X X X X X X X X X X X X X X X X 10 9 19 * % UNDER PACE: 16% 3% 12% 27 X X X X X X X X 4 4 8 *
26 X X X X X X X 5 2 7 * ARITHMETIC MEAN: 32 32 32 M.P.H. 25 X X X 3 0 3
24 X X X X X 4 1 5 SAMPLE VARIANCE: 31 17 24
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 4 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.31 0.17 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.55 0.41 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
CARLOS
TO
RIALTO AVENUE
RADAR
FAIR
CLEAR
DRY
DATE: 11/01/23 DAY: Wednesday TIME PERIOD: 12:27PM 1:03PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WATERMAN AVE AND LENA RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 777 RIALTO AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 0 1 1
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 1 0 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X X X X 4 0 4
49 X X 1 1 2
48 X X X 2 1 3
47 X X X X 2 2 4
46 X X X X X X X X X 5 4 9
45 X X X X X X X X 5 3 8
44 X X X X X X X X 3 5 8
43 X X X X X X X X X X X X X X X 11 4 15 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X 3 5 8
41 X X X X X X X X X X X X X 8 5 13
40 X X X X X X X X X X X X 6 6 12 85TH %: 46 44 45 M.P.H. 39 X X X X X X X X X X X X X 4 9 13
38 X X X X X X X X X X X X X X X 8 7 15 50TH %: 40 38 39 M.P.H. 37 X X X X X X X X X X X X 6 6 12
36 X X X X X X X X X X X X 6 6 12 15TH %: 33 31 33 M.P.H. 35 X X X X X X X X X 5 4 9 *
34 X X X X X X X X X X X X X X 4 10 14 * 10 MPH PACE: 34 - 43 34 - 43 34 - 43 M.P.H. 33 X X X X X X X X X X X 7 4 11 *
32 X X X 2 1 3 P % IN PACE: 61% 62% 62%
31 X X X X X 1 4 5 A
30 X X X X 2 2 4 C % OVER PACE: 24% 17% 21%
29 X 0 1 1 E
28 X X X X X X 3 3 6 * % UNDER PACE: 15% 21% 18%
27 X 0 1 1 *
26 X X X X X 0 5 5 * ARITHMETIC MEAN: 40 38 39 M.P.H. 25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 31 35 34
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.31 0.35 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.59 0.41 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
RADAR
FAIR
CLEAR
DRY
CITY OF SAN BERNARDINO
CARLOS
TO
RIALTO AVENUE
DATE: 11/01/23 DAY: Wednesday TIME PERIOD: 1:07PM 1:53PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): LENA RD AND TIPPECANOE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 884 RIALTO AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 0 0 0
48 X 0 1 1
47 0 0 0
46 0 0 0
45 X 1 0 1
44 X 1 0 1
43 X 0 1 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 0 1 1
41 X X X X 2 2 4
40 X X X 1 2 3 85TH %: 36 37 37 M.P.H.
39 X X X X 1 3 4
38 X X X X 3 1 4 50TH %: 31 32 31 M.P.H.
37 X X X X X X X X X X X 5 6 11
36 X X X X X X 2 4 6 15TH %: 26 27 26 M.P.H.
35 X X X X X X X X X X X X X X 5 9 14 *
34 X X X X X X X X X X X X X 8 5 13 * 10 MPH PACE: 26 - 35 27 - 36 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 * 32 X X X X X X X X X 5 4 9 P % IN PACE: 70% 70% 70%
31 X X X X X X X X X X X X X X X X X 8 9 17 A
30 X X X X X X X X X X X X X X 7 7 14 C % OVER PACE: 16% 18% 19% 29 X X X X X X X X 5 3 8 E
28 X X X X X X X X X X X X X X X X 9 7 16 * % UNDER PACE: 14% 12% 12% 27 X X X X X X X X X X X X X X X 5 10 15 *
26 X X X X X X X X X X X 8 3 11 * ARITHMETIC MEAN: 31 32 31 M.P.H. 25 X X X X X X 3 3 6
24 X X X X X X X X 4 4 8 SAMPLE VARIANCE: 26 28 28
23 X X X 3 0 3
22 X X 2 0 2 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X X 0 2 2
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.28 0.14
19 X X 2 0 2
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.53 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
CARLOS
TO
RIALTO AVENUE
RADAR
FAIR
CLEAR
DRY
DATE: 08/13/24 DAY: Tuesday TIME PERIOD: 12:31PM 12:55PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 5TH ST AND 30TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1044 SIERRA WAY
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X X 1 1 2
49 X X X 1 2 3
48 X 0 1 1
47 X X 0 2 2
46 X 0 1 1
45 X 1 0 1
44 X X 2 0 2
43 X X X X 2 2 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X 1 5 6
41 X X X X X X 3 3 6
40 X X X X X X X X X 1 8 9 85TH %: 39 41 40 M.P.H.
39 X X X X X X X X X X X 4 7 11
38 X X X X X X X X X X X X X X 3 11 14 50TH %: 34 37 35 M.P.H. 37 X X X X X X X X X X X X X 6 7 13
36 X X X X X X X X X X X X X X X X X 9 8 17 15TH %: 30 32 31 M.P.H. 35 X X X X X X X X X X X X X X X X X X 8 10 18 *
34 X X X X X X X X X X X X X X X X X 12 5 17 * 10 MPH PACE: 30 - 39 32 - 41 30 - 39 M.P.H. 33 X X X X X X X X X X X X X 6 7 13 *
32 X X X X X X X X X X X X X X X X X X X X X X 16 6 22 P % IN PACE: 79% 72% 73% 31 X X X X X X X X X X X 9 2 11 A
30 X X X X X X X X X X 6 4 10 C % OVER PACE: 12% 15% 19% 29 X X X X X X 4 2 6 E
28 X X X X 2 2 4 * % UNDER PACE: 9% 13% 8%
27 X X X X X X 3 3 6 *
26 0 0 0 * ARITHMETIC MEAN: 34 37 36 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 20 26 25
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.26 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.51 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
SIERRA WAY
CARLOS
SUNNY
DRY
DATE: 08/08/24 DAY: Thursday TIME PERIOD: 12:06PM 12:40PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): UNIVERSITY PKWY AND SHERIDAN RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF WINDSOR ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 33 34 33 M.P.H.
39 0 0 0
38 X 0 1 1 50TH %: 29 30 30 M.P.H.
37 X 0 1 1
36 X X X X X 1 4 5 15TH %: 26 26 26 M.P.H.
35 X X X X X 2 3 5 *
34 X X X X X X X X X X X X X X X X 8 8 16 * 10 MPH PACE: 25 - 34 25 - 34 25 - 34 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X X X X X X X X X X X X X X X X X 10 11 21 P % IN PACE: 94% 90% 92% 31 X X X X X X X X X X X X X X X X X X X X X X X X 13 11 24 A 30 X X X X X X X X X X X X X X X X X X 9 9 18 C % OVER PACE: 3% 9% 6% 29 X X X X X X X X X X X X X X X X X X X X X X X X 11 13 24 E 28 X X X X X X X X X X X X X X X X X X X X X X X X X X 15 11 26 * % UNDER PACE: 3% 1% 2% 27 X X X X X X X X X X X X X X X X 9 7 16 *
26 X X X X X X X X X X X X X X X X X X X 10 9 19 * ARITHMETIC MEAN: 29 30 30 M.P.H. 25 X X X X X X X X X X 4 6 10
24 X X X 2 1 3 SAMPLE VARIANCE: 8 10 9
23 X 1 0 1
22 0 0 0 STANDARD DEVIATION: 3 3 3 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.08 0.10 0.05
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.29 0.32 0.22 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
STATE STREET
CARLOS
SUNNY
DRY
DATE: 08/09/24 DAY: Friday TIME PERIOD: 10:44AM 10:59AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): HARRIMAN PL AND SAN BERNARDINO AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1445 TIPPECANOE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 0 1 1
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X 2 0 2
49 X 1 0 1
48 0 0 0
47 X X 2 0 2
46 X X X 3 0 3
45 X X 0 2 2
44 X 1 0 1
43 X X X X 3 1 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X 5 3 8
41 X X X X X X X 7 0 7
40 X X X X X X X X X 5 4 9 85TH %: 42 39 41 M.P.H.
39 X X X X X X X X X 5 4 9
38 X X X X X X X X X X X X X X X X 10 6 16 50TH %: 36 33 35 M.P.H. 37 X X X X X X X X X X X X 2 10 12
36 X X X X X X X X X X X X X 7 6 13 15TH %: 31 28 30 M.P.H. 35 X X X X X X X X X X X X X 10 3 13 *
34 X X X X X X X X X X X X X 6 7 13 * 10 MPH PACE: 32 - 41 28 - 37 31 - 40 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 9 12 21 *
32 X X X X X X X X X X X X X X X X 7 9 16 P % IN PACE: 68% 70% 67% 31 X X X X X X X X X X X X 7 5 12 A
30 X X X X X X X X 2 6 8 C % OVER PACE: 17% 22% 16%
29 X X X X X 1 4 5 E
28 X X X X X X X X 0 8 8 * % UNDER PACE: 15% 8% 17%
27 X X X X X 2 3 5 *
26 X X X X X X X 2 5 7 * ARITHMETIC MEAN: 37 34 35 M.P.H. 25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 28 30 30
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.30 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.54 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
TIPPECANOE AVENUE
CARLOS
SUNNY
DRY
DATE: 08/09/24 DAY: Friday TIME PERIOD: 11:07AM 11:23AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SAN BERNARDINO AVE AND 3RD ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 598 TIPPECANOE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 X 0 1 1 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 X 1 0 1 DATA COLLECTION METHOD:
52 X 0 1 1
51 X 1 0 1
50 X X X 0 3 3
49 X X X 1 2 3
48 X X X X X X 3 3 6
47 X X 1 1 2
46 X X X X X X X X 5 3 8
45 X X X X X 2 3 5
44 X X X X X X X 5 2 7
43 X X X X X X X X X X X 3 8 11 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X X 7 7 14
41 X X X X X X X X X X X X X X X 8 7 15
40 X X X X X X X X X X X X X X X X X 9 8 17 85TH %: 44 45 45 M.P.H. 39 X X X X X X X X X X X X X X X X X X 9 9 18
38 X X X X X X X X 4 4 8 50TH %: 39 39 39 M.P.H.
37 X X X X X X X X X X X X 7 5 12
36 X X X X X X X X X X X X X X X X X 14 3 17 15TH %: 35 33 34 M.P.H. 35 X X X X X X X X X X X X 8 4 12 *
34 X X X X X X X X X X X 3 8 11 * 10 MPH PACE: 33 - 42 33 - 42 33 - 42 M.P.H. 33 X X X X X X X X X X X X X X X 6 9 15 *
32 X X X 1 2 3 P % IN PACE: 75% 64% 70%
31 X X X 1 2 3 A
30 0 0 0 C % OVER PACE: 22% 28% 25%
29 X X X 1 2 3 E
28 X 0 1 1 * % UNDER PACE: 3% 8% 6%
27 X 0 1 1 *
26 0 0 0 * ARITHMETIC MEAN: 39 40 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 21 36 28
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.21 0.36 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.46 0.60 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
TIPPECANOE AVENUE
CARLOS
SUNNY
DRY
DATE: 08/08/24 DAY: Thursday TIME PERIOD: 2:19PM 2:41PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): HIGHLAND AVE AND BASELINE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF ROOSEVELT AVE
63 0 0 0
62 0 0 0
61 X 1 0 1 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 0 0 0
48 0 0 0
47 X 0 1 1
46 X 0 1 1
45 X X X 0 3 3
44 0 0 0
43 X X X X X 2 3 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 0 2 2
41 X X X X X 0 5 5
40 X X X X X X X 2 5 7 85TH %: 37 41 39 M.P.H.
39 X X X X X X X 1 6 7
38 X X X X X X X X X X X X 4 8 12 50TH %: 31 36 34 M.P.H. 37 X X X X X X X X X X X X X X X X 7 9 16
36 X X X X X X X X X X X X X X X X X 6 11 17 15TH %: 27 32 28 M.P.H. 35 X X X X X X X X X X X X X X X X X 8 9 17 *
34 X X X X X X X X X X X 4 7 11 * 10 MPH PACE: 29 - 38 32 - 41 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X X 11 10 21 * 32 X X X X X X X X X 4 5 9 P % IN PACE: 72% 75% 69%
31 X X X X X X X X X X X 8 3 11 A
30 X X X X X X X X 7 1 8 C % OVER PACE: 6% 11% 17%
29 X X X X X X X X X X X X X X X 13 2 15 E
28 X X X X X X X X X 3 6 9 * % UNDER PACE: 22% 14% 15%
27 X X X X X 5 0 5 *
26 X X X X X X X X 8 0 8 * ARITHMETIC MEAN: 32 36 34 M.P.H. 25 X X X X 3 1 4
24 X X X 3 0 3 SAMPLE VARIANCE: 28 23 29
23 0 0 0
22 X 0 1 1 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.23 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.48 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
TO
UNIVERSITY PARKWAY
CARLOS
SUNNY
FAIR
RADAR
DRY
DATE: 08/08/24 DAY: Thursday TIME PERIOD: 11:40AM 11:57AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): CAJON BLVD AND NORTHPARK BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF KENDALL DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 50 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 0 0 0
53 X 1 0 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X X X X X 3 2 5
49 X X X X 1 3 4
48 X X X X X X X X X X X 5 6 11
47 X X X X X X X X X X X 3 8 11
46 X X X X X X X X X X X X X X X X 5 11 16
45 X X X X X X X X X X X X X X X 9 6 15
44 X X X X X X X X X X X X 5 7 12
43 X X X X X X X X X X X X X X 10 4 14 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X 5 8 13
41 X X X X X X X X X 5 4 9
40 X X X X X X X X X X X 4 7 11 85TH %: 46 47 47 M.P.H. 39 X X X X X X X X X X X X 9 3 12
38 X X X X X X X X X X X X X 8 5 13 50TH %: 41 42 42 M.P.H. 37 X X X X X X X X X X X X X 5 8 13
36 X X X X X X X X X X X X X 11 2 13 15TH %: 36 35 36 M.P.H. 35 X X X X X X X X 5 3 8 *
34 X X X X X X X 3 4 7 * 10 MPH PACE: 36 - 45 40 - 49 37 - 46 M.P.H. 33 X X X X 1 3 4 *
32 X X 0 2 2 P % IN PACE: 71% 64% 64%
31 X X 1 1 2 A
30 X X 0 2 2 C % OVER PACE: 19% 3% 17%
29 0 0 0 E
28 0 0 0 * % UNDER PACE: 10% 33% 19%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 41 42 41 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 23 27 25
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.23 0.27 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.48 0.52 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
TO
UNIVERSITY PARKWAY
CARLOS
SUNNY
FAIR
RADAR
DRY
DATE: 08/23/24 DAY: Friday TIME PERIOD: 1:01PM 1:31PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 21ST ST AND 30TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2874 VALENCIA AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 X 0 1 1
57 X 1 0 1 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 0 0 0
49 X 1 0 1
48 X X 1 1 2
47 X X X X X X X 2 5 7
46 X X X X X X 2 4 6
45 X X 1 1 2
44 X X X X 3 1 4
43 X X X X X X X X 6 2 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X 4 7 11
41 X X X X X X X X X X X X X X X X 8 8 16
40 X X X X X X X X X X X 7 4 11 85TH %: 43 43 43 M.P.H. 39 X X X X X X 3 3 6
38 X X X X X X X X X X X X X X 6 8 14 50TH %: 37 37 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 10 9 19
36 X X X X X X X X X X X X 7 5 12 15TH %: 31 30 31 M.P.H. 35 X X X X X X X X X X X X X X X X X 8 9 17 *
34 X X X X X X X X X 5 4 9 * 10 MPH PACE: 34 - 43 33 - 42 34 - 43 M.P.H. 33 X X X X X X X X 4 4 8 *
32 X X X X X X X X 3 5 8 P % IN PACE: 64% 61% 62%
31 X X X X X X X X 5 3 8 A
30 X X X X X X X X 3 5 8 C % OVER PACE: 12% 16% 13%
29 X X X 1 2 3 E
28 X X X X X X X X X 3 6 9 * % UNDER PACE: 24% 23% 26%
27 X X X 2 1 3 *
26 X X 2 0 2 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 36 37 36
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X 1 0 1
20 0 0 0 VARIANCE OF THE MEAN: 0.36 0.37 0.18
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.60 0.61 0.43 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
VALENCIA AVENUE
CARLOS
SUNNY
DRY
DATE: 08/20/24 DAY: Tuesday TIME PERIOD: 2:49PM 3:51PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): 30TH ST AND 40TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3888 VALENCIA AVE
63 0 0 0
62 0 0 0
61 X 1 0 1 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X X 1 1 2 DATA COLLECTION METHOD:
52 X X 2 0 2
51 X X X X X 3 2 5
50 X X X X X X 3 3 6
49 X X X X X 3 2 5
48 X X 1 1 2
47 X X X X X X 4 2 6
46 X X X 2 1 3
45 X X X X X X X X 4 4 8
44 X X X X X X X X X X X X X X X X 13 3 16
43 X X X X X X X X X X X X X 8 5 13 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 41 X X X X X X X X X X X X X X X X X X X X X 8 13 21
40 X X X X X X X X X 4 5 9 85TH %: 47 45 46 M.P.H.
39 X X X X X X X X X X X X X X 6 8 14
38 X X X X X X X X X X X X X 4 9 13 50TH %: 42 40 41 M.P.H. 37 X X X X X X X X X X X X 7 5 12
36 X X X X X X X X X X X X X X X X 9 7 16 15TH %: 36 35 36 M.P.H. 35 X X X X X X X X X X X 4 7 11 *
34 X X 0 2 2 * 10 MPH PACE: 36 - 45 35 - 44 35 - 44 M.P.H. 33 X X X 1 2 3 *
32 X X X 1 2 3 P % IN PACE: 74% 73% 74%
31 X 0 1 1 A
30 X X 0 2 2 C % OVER PACE: 20% 16% 20%
29 X 0 1 1 E
28 X 0 1 1 * % UNDER PACE: 6% 11% 7%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 42 40 41 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 26 26 27
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.26 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.51 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
CITY OF SAN BERNARDINO
TO
VALENCIA AVENUE
CARLOS
SUNNY
DRY
DATE: 08/16/24 DAY: Friday TIME PERIOD: 1:56PM 2:10PM
FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): HIGHLAND AVE AND LYNWOOD DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF 28TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X X X 1 2 3
49 X X 1 1 2
48 X X X X X X 3 3 6
47 X X X 1 2 3
46 X X X X X X X X X X X 6 5 11
45 X X X X X X X X X X 4 6 10
44 X X X X X X X 3 4 7
43 X X X X X 2 3 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X X X 8 7 15
41 X X X X X X X X X X X X X X X X 7 9 16
40 X X X X X X X X X X X X 7 5 12 85TH %: 45 45 45 M.P.H. 39 X X X X X X X X X X X X X X X X 10 6 16
38 X X X X X X X X X X 5 5 10 50TH %: 39 39 39 M.P.H. 37 X X X X X X X X X X X 7 4 11
36 X X X X X X X X X X X X 4 8 12 15TH %: 33 33 33 M.P.H. 35 X X X X X X X X X X X 4 7 11 *
34 X X X X X X X X X X X X X X 9 5 14 * 10 MPH PACE: 33 - 42 34 - 43 33 - 42 M.P.H. 33 X X X X X X X X X 6 3 9 *
32 X X X X X X X 2 5 7 P % IN PACE: 67% 59% 63%
31 X X X X X X X X X 5 4 9 A
30 X X X X X X X 3 4 7 C % OVER PACE: 22% 25% 25%
29 X 1 0 1 E
28 0 0 0 * % UNDER PACE: 11% 16% 12%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 39 39 39 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 27 32 29
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.27 0.32 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.56 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
TO
VICTORIA AVENUE
CARLOS
SUNNY
FAIR
RADAR
DRY
DATE: 08/15/24 DAY: Thursday TIME PERIOD: 2:12PM 3:10PM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): N LITTLE LEAGUE DR AND PALM AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF RANCHO PALMA WAY
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 1 0 1
47 X 1 0 1
46 X X 2 0 2
45 X 1 0 1
44 X 0 1 1
43 X X X X 2 2 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X 5 2 7
41 X X X X X X X X X X X X X X X X 12 4 16
40 X X X X X X X X X X X X X X X X X 9 8 17 85TH %: 41 40 41 M.P.H. 39 X X X X X X X X X X X X X 6 7 13
38 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 17 13 30 50TH %: 38 36 37 M.P.H. 37 X X X X X X X X X X X X X X X X 8 8 16
36 X X X X X X X X X X X X X X X X X X X X X X 13 9 22 15TH %: 35 32 33 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 9 10 19 *
34 X X X X X X X X X X X X X X 6 8 14 * 10 MPH PACE: 33 - 42 32 - 41 32 - 41 M.P.H. 33 X X X X X X X X X X X X X X 3 11 14 *
32 X X X X X X X X 1 7 8 P % IN PACE: 88% 85% 85%
31 X X X X X 1 4 5 A
30 X X X X X 2 3 5 C % OVER PACE: 7% 5% 9%
29 X X X 1 2 3 E
28 X 0 1 1 * % UNDER PACE: 5% 10% 7%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 38 36 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 13 12 13
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 3 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.13 0.12 0.07
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.35 0.35 0.26 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR
DRY
CITY OF SAN BERNARDINO
TO
W LITTLE LEAGUE DRIVE
CARLOS
SUNNY
DATE: 08/09/24 DAY: Friday TIME PERIOD: 9:45AM 10:04AM FOR ROADWAY:
SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BARTON RD AND CENTRAL AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF PARK CENTER DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 50 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X X X 2 2 4
49 X 0 1 1
48 X X 2 0 2
47 X X X X 3 1 4
46 X X X X 3 1 4
45 X X X X X 1 4 5
44 X X X X 2 2 4
43 X X X X X X X X X 5 4 9 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 2 2 4
41 X X X X X 1 4 5
40 X X X X X X X X X X X X X X 7 7 14 85TH %: 43 43 43 M.P.H. 39 X X X X X X X X 4 4 8
38 X X X X X X X X X X X X X X X X X X 9 9 18 50TH %: 36 37 37 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 7 12 19
36 X X X X X X X X X X X X X X X X X X X X 10 10 20 15TH %: 32 31 32 M.P.H. 35 X X X X X X X X X X X X X X 5 9 14 *
34 X X X X X X X X X X X 7 4 11 * 10 MPH PACE: 31 - 40 30 - 39 31 - 40 M.P.H. 33 X X X X X X X X X X X X X X X X 10 6 16 *
32 X X X X X X X X X X 8 2 10 P % IN PACE: 71% 68% 69%
31 X X X X X X X X 4 4 8 A
30 X X X X X X X X X X X X 4 8 12 C % OVER PACE: 21% 29% 22% 29 X X X 2 1 3 E
28 X X X 2 1 3 * % UNDER PACE: 8% 3% 10%
27 0 0 0 *
26 0 0 0 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 0 0 0
24 0 0 0 SAMPLE VARIANCE: 27 27 27
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.27 0.27 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.52 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CITY OF SAN BERNARDINO
TO
WATERMAN AVENUE
CARLOS
SUNNY
FAIR
RADAR
DRY
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
APPENDIX C
Survey Equipment
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
Survey Equipment Used
The radar equipment used by City Traffic Counters to collect speed measurements for this survey was a Stalker-II SDR Model Hand-Held Traffic Radar and a Stalker-ATR Model Hand-Held Traffic Radar both manufactured by Applied Concepts of Plano, Texas. The calibration of each unit was checked before each series of measurements were taken. Tests of the units were conducted in accordance with the manufacturer's specifications. The Stalker-II SDR Hand-Held Traffic Radar and Stalker-ATR Model Hand- Held Traffic Radar were last calibrated on January 16, 2023 by Southern California Radar/Laser Certification Laboratory.
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
APPENDIX D
Citywide Safety Corridor Table & Map
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
Safety Corridor Factor Weights
Fatal & Serious Injury Crashes 2 Each
Ped or Bike Crashes 5 Each
School Proximity? 1 if yes
Speed Related F& SI Crashes 10 Each
DUI Crahses -1 Each
Disadvantaged Community 1 if CalEnviroScreen 4.0 Percentile > 75% Vulnerable Populations 0.5 if Population 65 and older > 16% and/or if Population 15 and younger >23% Collisions Near Schools & During School Hours 10 Each
*Crashes observed in last 5-years 4/1/2019-3/31/2024
Safety Corridor Thresholds
Total Roadway Network 616.4 mi
Safety Corridor Maximum Length 123.28 mi (cannot exceed 1/5 of the total roadway network) Safety Corridor Length 120.6 mi
Total F+SI Crashes in City 218
Safety Corridor minimum F+SI 54.5
Safety Corridor F+SI 93 must include at least 25% of Fatal and Severe Injury Crashes Safety Corridor Factor Threshold 1.6 Factors per mi
Safety Corridor Within Thresholds YES
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
No Street Segment
Length
DUI F+SI Crashes
F+SI Crashes Speed-Related
P+B F+SI Crashes
Total F+SI Crashes
F+SI During School Hours
Disadvantaged Community
Vulnerable Population
School Zone
Factors per mi.
Safety Corridor
1 2nd Street
Mt. Vernon Ave to
Waterman Ave 2.01 0 0 0 0 0 YES NO YES 2.00 YES
2 3rd Street
Sierra Way to Waterman
St 0.36 0 0 0 0 0 YES NO NO 1.00 NO
3 3rd Street
Waterman Ave to Lena
Rd 0.61 0 0 0 0 0 YES NO YES 2.00 YES
4 3rd Street
Lena Rd to Leland Norton
Way 1.14 0 0 0 0 0 YES NO YES 2.00 YES
5 3rd Street
Leland Norton Way to
Victoria Ave 1.26 0 1 0 2 0 YES NO NO 12.11 YES
6 5th Street H St to Sierra Way 0.89 0 0 0 0 0 YES NO YES 2.00 YES 7 5th Street Sierra Way to Pedley Rd 1 0 0 1 1 0 YES NO YES 9.00 YES 8 6th Street
Del Rosa Dr to 200' E/O
Victoria Ave 1.42 0 0 0 0 0 YES NO YES 2.00 YES
9 16th Street
University Pkwy to
Medical Center Dr 0.74 0 0 0 0 0 YES NO NO 1.00 NO
10 21st Street
Waterman Ave to Perris
Hill Park Rd 0.55 0 1 0 1 0 YES NO YES 23.82 YES
11 28th Street H St to Waterman Ave 1.26 0 0 0 0 0 YES NO YES 2.00 YES 12 40th Street
Waterman Ave to Golden
Ave 1 0 0 0 0 0 YES NO NO 1.00 NO
13 Arden Avenue Pacific St to Highland Ave 0.49 0 0 0 0 0 YES YES YES 2.50 YES 14 Arrowhead
Ave
Highland Ave to Kendall
Dr 1.73 1 0 0 1 1 YES NO NO 7.36 YES
15 Auto Center
Drive Showcase Dr S to E St 0.49 0 0 0 0 0 YES NO YES 2.00 YES 16 Baseline
Street
Meridian Ave to
California St 1 1 1 1 4 0 YES NO NO 23.00 YES
17 Baseline
Street
California St to Medical
Center Dr 0.47 0 0 0 0 0 YES NO NO 1.00 NO
18 Baseline
Street H St to Sierra Way 0.89 0 0 2 2 0 YES YES YES 18.23 YES 19 Cajon
Boulevard California St to 23rd St 1.4 1 0 0 1 0 YES YES NO 2.21 YES 2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
No Street Segment
Length
DUI F+SI Crashes
F+SI Crashes Speed-Related
P+B F+SI Crashes
Total F+SI Crashes
F+SI During School Hours
Disadvantaged Community
Vulnerable Population
School Zone
Factors per mi.
Safety Corridor
20 California
Street Baseline St to Cajon Blvd 2.15 1 0 0 1 0 YES NO YES 2.47 YES 21 Campus Pkwy
Kendall Dr to Devils
Canyon Rd 0.71 0 0 0 0 0 NO NO NO 0.00 NO
22 Central
Avenue
100' E/O Valley View Ave
to Mountain View Ave 1.56 0 0 0 2 1 YES NO YES 10.97 YES 23 Commercial
Rd
Hunts Ln to Waterman
Ave 0.55 0 0 0 0 0 YES NO NO 1.00 NO
24 Commercial
Rd
Waterman Ave to Steele
Rd 0.25 0 0 0 0 0 YES NO NO 1.00 NO
25 D Street 6th St to 28th St 2.22 0 0 1 1 0 YES NO YES 5.15 YES 26 Del Rosa
Avenue 6th St to Baseline St 0.76 1 0 0 1 0 YES NO YES 3.32 YES 27 Del Rosa
Avenue
Del Rosa Dr to Marshall
Blvd 1.18 0 0 2 2 0 YES NO YES 13.86 YES
28 Del Rosa
Avenue Marshall Blvd to 39th St 0.81 0 0 0 0 0 YES NO YES 2.00 YES 29 E Street Hunts Ln to Century Ave 1 0 0 0 0 0 YES NO NO 1.00 NO 30 E Street Century Ave to Mill St 1.15 0 0 0 0 0 YES NO YES 2.00 YES 31 E Street Mill St to Rialto Ave 0.59 0 0 1 1 0 YES YES YES 14.36 YES 32 E Street Rialto Ave to 8th St 0.89 0 0 0 0 0 YES NO YES 2.00 YES 33 E Street 8th St to Baseline St 0.5 0 0 0 0 0 YES NO YES 2.00 YES 34 E Street
Baseline St to Highland
Ave 1 0 0 1 2 0 YES NO YES 11.00 YES
35 E Street Highland Ave 30th St 0.69 0 0 0 0 0 YES NO YES 2.00 YES 36 E Street 30th St to Kendall Dr 0.78 1 0 0 1 0 YES NO YES 3.28 YES 37 Electric Ave
Mountain View Ave to
Northpark Blvd 0.99 0 0 0 0 0 YES NO YES 2.00 YES
38 Eucalyptus
Ave Mill St to Rialto Ave 0.5 0 0 0 0 0 YES NO YES 2.00 YES 39 G Street
Inland Center Dr to Mill
St 0.22 0 0 0 0 0 YES NO NO 1.00 NO
40 G Street Mill St to 3rd St 0.94 0 0 0 0 0 YES YES YES 2.50 YES 41 H Street 3rd St to 6th St 0.35 0 0 0 1 0 YES YES YES 8.21 YES 2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
No Street Segment
Length
DUI F+SI Crashes
F+SI Crashes Speed -Related
P+B F+SI Crashes
Total F+SI Crashes
F+SI During School Hours
Disadvantaged Community
Vulnerable Population
School Zone
Factors per mi.
Safety Corridor
42 Harrison St 35th St to 40th St 0.72 0 0 0 0 0 YES NO NO 1.00 NO 43 Highland
Avenue
West Boundary (~2664'
West of Macy St) to
Macy St 0.51 0 0 0 1 0 YES YES NO 5.42 YES
44 Highland
Avenue
Macy St to Medical
Center Dr 0.98 0 0 4 4 0 YES YES YES 31.07 YES
45 Highland
Avenue
Medical Center Dr to
Muscupiabe Ave 0.84 0 0 0 1 0 YES YES NO 3.88 YES
46 Highland
Avenue Muscupiabe Ave to E St 0.77 0 1 0 2 0 YES YES YES 20.68 YES 47 Highland
Avenue E St to Sierra Way 0.51 0 0 1 1 1 YES YES YES 35.83 YES 48 Highland
Avenue
Arden Ave to Victoria
Ave 0.49 0 0 3 3 0 YES YES YES 45.36 YES
49 Highland
Avenue
Victoria Ave to Bradford
Ave 1.21 0 0 1 1 1 NO YES YES 15.55 YES
50 Hill Drive Magnolia Dr to H St 0.62 0 0 0 0 0 NO NO YES 1.00 NO 51 Hospitality Ln E St To Waterman Ave 0.83 0 0 1 1 0 YES NO NO 9.43 YES 52 Hospitality
Lane
Waterman Ave to
Tippecanoe Ave 1.11 0 0 0 0 0 YES NO NO 1.00 NO
53 Hunts Lane
Washington St to
Commercial Rd 0.52 0 0 0 0 0 YES NO YES 2.00 YES
54 Hunts Lane
Commercial Rd to
Hospitality Ln 0.52 0 0 0 0 0 YES NO NO 1.00 NO
55 Kendall Drive E St to 40th St 1 0 0 1 3 0 YES NO NO 12.00 YES 56 Kendall Drive
40th St to University
Pkwy 1.64 1 0 3 5 0 YES NO YES 16.63 YES
57 Kendall Drive
University Pkwy to Palm
Ave 2 0 1 1 2 0 YES NO YES 11.50 YES
58 Lena Road
Orange Show Rd to
Central Ave 0.42 0 0 0 0 0 YES NO YES 2.00 YES
59 Lena Road Mill St to 3rd St 0.87 0 0 0 0 0 YES NO YES 2.00 YES 2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
No Street Segment
Length
DUI F+SI Crashes
F+SI Crashes Speed-Related
P+B F+SI Crashes
Total F+SI Crashes
F+SI During School Hours
Disadvantaged Community
Vulnerable Population
School Zone
Factors per mi.
Safety Corridor
60 Little
Mountain
Drive 27th St to Edgehill Rd 0.96 0 0 0 0 0 YES NO YES 2.00 YES 61 Little
Mountain
Drive
Edgehill Rd to 1300' S/O
Sheridan Rd 1 0 0 0 2 1 YES NO NO 15.00 YES
62 Little
Mountain
Drive
1300' S/O Sheridan Rd to
Northpark Blvd 1 0 0 0 0 0 YES NO YES 2.00 YES
63 Lynwood
Drive
Valencia Ave to Del Rosa
Ave 1.14 0 0 3 3 0 YES NO YES 20.42 YES
64 Macy Street
Highland Ave to North
City Limits 0.19 0 0 1 1 0 YES YES NO 38.34 YES
65 Marshall
Boulevard
Ladera Rd to Waterman
Ave 1.54 0 1 0 1 0 YES NO YES 9.79 YES
66 Massachusetts
Ave
Baseline St to Highland
Ave 1 0 0 0 0 0 YES YES YES 2.50 YES
67 Medical
Center Drive 5th St to Baseline St 0.89 0 0 0 0 0 YES YES YES 2.50 YES 68 Medical
Center Drive Baseline St to Cajon Blvd 1 0 0 0 0 0 YES YES YES 2.50 YES 69 Mill Street
Eucalyptus Ave to Macy
St 0.99 0 0 0 0 0 YES YES YES 2.50 YES
70 Mill Street
Waterman Ave to
Tippecanoe Ave 1.1 1 0 0 1 0 YES NO NO 1.91 YES
71 Morgan Road
Melbourne Rd to Yardley
St 0.65 0 0 0 0 0 YES NO YES 2.00 YES
72 Mt. Vernon
Avenue Rialto Ave to 7th St 0.76 0 0 0 0 0 YES YES YES 2.50 YES 73 Mt. Vernon
Avenue Grant Ave to Rialto Ave 1.1 1 1 1 2 1 YES YES YES 27.95 YES 74 Mt. Vernon
Avenue 7th St to 21st St 1.56 0 0 0 0 0 YES YES YES 2.50 YES 75 Mt. Vernon
Avenue 21st St to 27th St 0.53 0 0 0 0 0 YES YES NO 1.50 NO 2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
No Street Segment
Length
DUI F+SI Crashes
F+SI Crashes Speed-Related
P+B F+SI Crashes
Total F+SI Crashes
F+SI During School Hours
Disadvantaged Community
Vulnerable Population
School Zone
Factors per mi.
Safety Corridor
76 Mt. View
Avenue
Victoria St to Highland
Ave 1.71 1 0 0 2 1 YES YES YES 10.10 YES
77 Mt. View
Avenue
Highland Ave to Electric
Ave 1.72 0 0 0 0 0 YES NO YES 2.00 YES
78 Mt. View
Avenue
Electric Ave to Hill
Dr/Pinehurst Ct 1.29 0 0 0 0 0 NO NO YES 1.00 NO
79 N. Little
League Drive
600' S/O W Little League
Dr to O'Rourke Ave 0.77 0 0 0 0 0 NO NO YES 1.00 NO
80 Ohio Avenue
Magnolia Ave to Pine
Ave 1.32 0 0 0 0 0 NO NO YES 1.00 NO
81 Orange Show
Road E St to Arrowhead Ave 0.25 0 0 0 0 0 YES NO YES 2.00 YES 82 Orange Show
Road
Arrowhead Ave to
Tippecanoe Ave 1.73 0 0 0 0 0 YES NO NO 1.00 NO
83 Orange Street Pacific St to Highland Ave 0.49 0 0 0 0 0 NO NO YES 1.00 NO 84 Orange Street
Highland Ave to
Piedmont Dr 0.53 0 0 0 0 0 NO YES YES 1.50 NO
85 Palm Avenue
Kendall Dr to Belmont
Ave 0.55 0 0 0 0 0 NO NO YES 1.00 NO
86 Palm Avenue
Belmont Ave to Melvin
Ave 0.64 0 1 0 1 0 NO NO YES 19.75 YES
87 Palm Avenue
(East)
Atlantic Ave to Piedmont
Dr 0.65 0 0 0 0 0 NO NO YES 1.00 NO
88 Parkdale Drive
Mountain View Ave to
Valencia Ave 0.83 0 0 0 0 0 YES NO YES 2.00 YES
89 Pepper
Avenue Randall Dr to Mill St 0.5 0 0 0 0 0 YES NO YES 2.00 YES 90 Pepper
Avenue
Mill St to North City
Limits 1.71 0 0 0 0 0 YES NO YES 2.00 YES
91 Piedmont
Drive
Indian Canyon Dr to
Orange St 0.56 0 0 0 0 0 NO YES YES 1.50 NO
92 Pine Avenue
Kendall Dr to Belmont
Ave 0.67 0 0 0 0 0 NO NO NO 0.00 NO
93 Rialto Avenue
Eucalyptus Ave to Mt.
Vernon Ave 2.5 1 2 3 6 0 YES NO NO 19.40 YES
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
No Street Segment
Length
DUI F+SI Crashes
F+SI Crashes Speed-Related
P+B F+SI Crashes
Total F+SI Crashes
F+SI During School Hours
Disadvantaged Community
Vulnerable Population
School Zone
Factors per mi.
Safety Corridor
94 Rialto Avenue Mt. Vernon Ave to G St 0.86 0 0 1 1 0 YES YES YES 10.64 YES 95 Rialto Avenue G St to Sierra Way 0.76 0 0 0 0 0 YES NO YES 2.00 YES 96 Rialto Avenue
Sierra Way to Waterman
St 0.36 0 0 0 0 0 YES NO YES 2.00 YES
97 Rialto Avenue Waterman St to Lena Rd 0.62 0 0 0 0 0 YES NO YES 2.00 YES 98 Rialto Avenue
Lena Rd to Tippecanoe
Ave 0.46 0 0 0 0 0 YES NO YES 2.00 YES
99 Sierra Way 5th St to 30th St 2.59 0 0 1 1 0 YES YES YES 5.20 YES 100 State Street
University Pkwy to
Sheridan Rd 0.54 0 0 0 0 0 YES NO YES 2.00 YES
101
Tippecanoe
Avenue
Harriman Pl to San
Bernardino Ave 0.75 0 1 1 2 0 YES NO NO 26.33 YES
102
Tippecanoe
Avenue
San Bernardino Ave to
3rd St 1.86 1 1 0 2 0 YES NO NO 7.99 YES
103
University
Parkway
Highland Ave to Baseline
St 1.1 0 0 1 1 0 YES NO YES 8.36 YES
104
University
Parkway
Cajon Blvd to Northpark
Blvd 1.76 1 0 1 3 0 YES NO YES 7.68 YES
105
Valencia
Avenue 21st St to 30th St 0.77 0 0 3 4 0 YES YES NO 31.37 YES 106
Valencia
Avenue 30th St to 40th St 1.34 0 0 0 0 0 YES NO YES 2.00 YES 107
Victoria
Avenue
Highland Ave to Lynwood
Dr 0.75 0 0 0 0 0 NO YES YES 1.50 NO
108
W. Little
League Drive
N. Little League Dr to
Palm Ave 0.91 0 1 0 1 0 NO NO YES 14.19 YES
109
Waterman
Avenue Barton Rd to Central Ave 2.35 0 0 0 0 0 YES NO YES 2.00 YES 110 9Th St
Medical Center Dr To H
St 1.24 1 0 0 2 0 YES YES YES 4.92 YES
111 9Th St H St To Sierra Way 0.89 0 1 2 2 0 YES NO NO 27.97 YES 112 9Th St
Sierra Way To Waterman
Ave 0.36 0 1 1 1 0 YES NO NO 48.22 YES
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
No Street Segment
Length
DUI F+SI Crashes
F+SI Crashes Speed-Related
P+B F+SI Crashes
Total F+SI Crashes
F+SI During School Hours
Disadvantaged Community
Vulnerable Population
School Zone
Factors per mi.
Safety Corridor
113 9Th St
Waterman Ave To 600'
E/O Preston St 0.34 2 0 1 2 0 YES NO NO 21.59 YES
114 27Th St Mt. Vernon Ave To G St 0.98 0 0 0 0 0 YES NO NO 1.00 NO 115 30Th St
Little Mountain Dr To
Valencia Ave 2.61 0 0 1 2 0 YES NO NO 4.45 YES
116 40Th St
Kendall Dr To Electric
Ave 0.97 0 1 1 2 0 NO YES NO 20.09 YES
117 40Th St
Electric Ave To
Waterman Ave 0.57 0 1 1 1 0 NO YES NO 30.32 YES
118 40Th St
Golden Ave To Mountain
Ave 0.24 0 0 0 0 0 YES NO NO 1.00 NO
119 48Th St
Kendall Dr To Electric
Ave 1.81 0 0 0 0 0 NO NO YES 1.00 NO
120
Arrowhead
Ave
Esparanza St To Rialto
Ave 0.77 0 0 0 0 0 YES YES NO 1.50 NO
121
Arrowhead
Ave 7Th St To Highland Ave 1.65 0 0 2 2 1 YES NO NO 15.55 YES 122 Atlantic Ave Palm Ave To Cienega Ct 0.35 0 0 0 0 0 NO NO YES 1.00 NO 123 Baseline St
Medical Center Dr To H
St 1.23 0 2 1 3 0 YES NO YES 27.20 YES
124 Baseline St
Sierra Way To Del Rosa
Ave 1.99 3 1 4 9 0 YES NO YES 24.61 YES
125 Central Ave
Arrowhead Ave To 100'
E/O Valley View Ave 1.1 0 0 0 0 0 YES NO NO 1.00 NO
126 Foothill Dr
Del Rosa Ave To Arden
Ave 1.12 0 0 0 1 0 YES NO NO 2.79 YES
127 G St
6Th St To 140' North Of
29Th St 2.35 0 0 1 1 0 YES YES YES 5.48 YES
128 G St
150' South Of 30Th St To
Marshall Blvd 0.22 0 0 0 0 0 YES YES NO 1.50 NO
129 Gilbert St
Waterman Ave To 207'
E/O Cedar Ave 0.67 0 0 0 0 0 YES NO NO 1.00 NO
130 Golden Ave
Highland Ave To
Lynwood Dr 0.75 0 1 1 1 0 YES NO NO 23.67 YES
131 H St 6Th St To Marshall Blvd 2.71 0 0 0 0 0 YES YES NO 1.50 NO 2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
No Street Segment
Length
DUI F+SI Crashes
F+SI Crashes Speed-Related
P+B F+SI Crashes
Total F+SI Crashes
F+SI During School Hours
Disadvantaged Community
Vulnerable Population
School Zone
Factors per mi.
Safety Corridor
132 Hallmark Pkwy
University Pkwy To
Lexington Pkwy 1.19 0 1 0 1 0 YES YES NO 11.58 YES
133 Highland Ave
Sierra Way To Valencia
Ave 0.72 0 0 2 2 0 YES YES NO 20.94 YES
134 Highland Ave
Valencia Ave To Arden
Ave 2.15 2 1 8 10 0 YES NO NO 32.63 YES
135
Industrial
Pkwy
Lexington Pkwy To Palm
Ave 1.39 0 0 0 0 0 YES YES NO 1.50 NO
136
Inland Center
Dr E St To 1570' Sw/O I St 1.11 0 1 1 2 0 YES YES NO 18.62 YES 137 K St Mill St To Rialto Ave 0.59 0 0 0 0 0 YES YES YES 2.50 YES 138 Marshall Blvd
Little Mountain Dr To
Ladera Rd 0.76 0 0 0 0 0 YES YES NO 1.50 NO
139 Meridian Ave Randall Ave To Mill St 0.5 0 0 0 0 0 YES NO YES 2.00 YES 140 Meridian Ave
Rialto Ave To Foothill
Blvd 0.49 0 0 0 0 0 YES NO NO 1.00 NO
141 Mill St
Bordwell Ave To
Waterman Ave 2.21 1 1 1 2 0 YES YES NO 9.64 YES
142
Miramonte
Ave 23Rd St To Marshall Blvd 0.83 0 0 0 0 0 YES YES NO 1.50 NO 143 Mountain Ave 39Th St To 40Th St 0.19 0 0 0 1 0 YES NO NO 11.53 YES 144
Northpark
Blvd
University Pkwy To Little
Mountain Dr 0.78 0 0 0 0 0 NO NO NO 0.00 NO
145
Northpark
Blvd
Little Mountain Dr To
Electric Ave 1.46 0 0 0 0 0 NO NO YES 1.00 NO
146
Perris Hill Park
Rd Pacific St To 21St St 0.42 0 0 0 1 0 YES YES YES 7.26 YES 147 Redlands Blvd Hunts Ln To Gardena St 0.75 0 0 0 1 0 YES NO NO 3.67 YES 148 Redlands Blvd
Gardena St To East City
Limits 0.24 0 1 1 1 0 YES NO NO 71.83 YES
149
San
Bernardino
Ave
Tippecanoe Ave To Mt.
View Ave 0.92 0 1 0 1 0 YES NO NO 14.04 YES
150 Sierra Way Mill St To Rialto Ave 0.59 0 0 0 1 0 YES YES NO 4.89 YES 2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
No Street Segment
Length
DUI F+SI Crashes
F+SI Crashes Speed-Related
P+B F+SI Crashes
Total F+SI Crashes
F+SI During School Hours
Disadvantaged Community
Vulnerable Population
School Zone
Factors per mi.
Safety Corridor
151 Sierra Way 30Th St To 40Th St 1.3 1 0 0 1 0 YES NO NO 1.77 YES 152 Sierra Way 40Th St To 48Th St 0.57 0 0 0 0 0 NO NO NO 0.00 NO 153 Sterling Ave
Highland Ave To Pumalo
St 0.24 0 0 0 0 0 YES YES NO 1.50 NO
154 Tippecanoe 9Th St To Baseline St 0.38 0 0 0 0 0 YES YES NO 1.50 NO 155
Waterman
Ave Central Ave To Rialto Ave 1 0 0 3 3 0 YES NO NO 22.00 YES 156
Waterman
Ave
Rialto Ave To Highland
Ave 2.41 1 0 9 9 0 YES YES NO 27.23 YES
157
Waterman
Ave Highland Ave To 30Th St 0.68 0 0 0 3 0 YES NO NO 9.82 YES
M
ountain
Ave
Sterling
Ave
Redlands Blvd
Atlantic
Ave
Tippecanoe
Ave
Perris Hill
Park Rd
M
eridian
Ave
SierraWay
Sierra
W
ay
K S t
Gilbert St
Golden
Ave
Marshall Blvd
Miramonte
Ave
San Bernardino Ave
2 7 t h S t
Central Ave
Inland Center Dr
F o o t hi ll
Dr
Hallmark
Pkwy
9th St
Ind ustrial
P kwy
No r t h p ar k B l v d
A
rro
w
h
e
a
d
A
ve
4 8 t h S t
Baseline St
G
S
t
W
a
te
rm
a
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A
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30t h S t
H
S
t
Macy
St
Commercial Rd
H St
Orange Show
Rd/Auto
Plaza Dr
Arden
Ave
Orange
St
Eucalyptus
Ave
Highland Ave
Hunts Ln
State
St
21st St
H i l l D r
Palm Ave
Palm
Ave
(East)
Morgan Rd
PineAve
CampusPkwy
H
arrison S
t
PiedmontDr
16th St
Victoria
Ave
N.LittleLeagueDr
Parkdale Dr
Lena
R
d
W.LittleLe agueDr
G
S
t
E
lectric
A
ve
M i l l
S t
B a s e l i n e S t
E
S
t
Massachusetts
Ave
LittleM
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Kendall D r
40th St
5 t h S t
M i l l S t r e e t
Hos p i t alityLn
E
S
t
D
e
l R
o
sa
A
ve
Lynwood Dr
H i g h l a n d A v e
3 r d S t
2 8 t h S t
O h i o A v e
Valencia
A
venue
Cajon
Blvd
6 t h S t
M
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D
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2 n d S t
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D
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S
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W
a
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Del Rosa Ave
§¨¦
I-215
¬«210
¬«210
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0 0.5 1 1.5 2
Miles
Safety Corridor Segments
San Bernardino City Boundary
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
APPENDIX E
2024 Recommended Speed Limit Map
M
ountain
Ave
Sterling
Ave
Redlands Blvd
Atlantic
Ave
Tippecanoe
Ave
Perris Hill
Park Rd
M
eridian
Ave
SierraWay
Sierra
W
ay
K S t
Gilbert St
Golden
Ave
Marshall Blvd
M
iramonte
Ave
San Bernardino Ave
2 7 t h S t
Central Ave
Inland Center Dr
F o o t hill
Dr
Hallmark
Pkwy
9th St
Ind ustrial
P kwy
No r t h p ar k B l v d
A
rro
w
h
e
a
d
A
ve
4 8 t h S t
Baseline St
G
S
t
W
a
te
rm
a
n
A
ve
30t h S t
H
S
t
Macy
St
Commercial Rd
H St
Orange Show
Rd/Auto
Plaza Dr
Arden
Ave
Orange
St
Eucalyptus
Ave
Highland Ave
Hunts Ln
State
St
21st St
H i l l D r
Palm Ave
Palm
Ave
(East)
Morgan Rd
PineAve
CampusPkwy
H
arrison S
t
PiedmontDr
16th St
Victoria
Ave
N.LittleLeagueDr
Parkdale Dr
Lena
R
d
W.LittleLe agueDr
G
S
t
E
lectric
A
ve
M i l l
S t
B a s e l i n e S t
E
S
t
Massachusetts
Ave
LittleM
ountainDr
Kendall D r
40th St
5 t h S t
M i l l S t r e e t
Hos p i t alityLn
E
S
t
D
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l R
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sa
A
ve
Lynwood Dr
H i g h l a n d A v e
3 r d S t
2 8 t h S t
O h i o A v e
Valencia
A
venue
Cajon
Blvd
6 t h S t
M
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C
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D
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M a r s h a l l
B l v d
M
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S
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S
ie
rra
W
a
y
Del Rosa Ave
§¨¦
I-215
¬«210
¬«210
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community /
0 0.5 1 1.5 2
Miles
Recommended Speed Limits
25 MPH
30 MPH
35 MPH
40 MPH
45 MPH
50 MPH
San Bernardino City Boundary
2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
APPENDIX F
Legislative References
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CITY OF SAN BERNARDINO
Applicable Sections of California Vehicle Code
The following sections of the CVC are from the most recently published CVC as of August 2023 and contain new sections pertaining to AB 43.
Engineering and Traffic Surveys
Section 627.
(a) “Engineering and traffic survey,” as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities.
(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses of business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
(2) Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.
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Basic Speed Law
Section 22350.
No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.
Speed Law Violations
Section 22351.
(a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law.
(b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is prima facie unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the basic speed law at the time, place and under the conditions then existing.
Prima Facie Speed Limits
Section 22352.
The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) Fifteen miles per hour:
(1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along such railway. This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car. (2) When traversing any intersection of highways, if during the last 100 feet of the driver’s approach to the intersection, the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals. (3) On any alley.
(b) Twenty-five miles per hour:
(1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code.
Section 22357.1.
Notwithstanding Section 22357, a local authority may, by ordinance or resolution, set a prima facie speed limit of 25 miles per hour on any street, other than a state highway, adjacent to any children’s 2025 Engineering and Traffic Survey Report
CITY OF SAN BERNARDINO
playground in a public park but only during particular hours or days when children are expected to use the facilities. The 25 mile per hour speed limit shall be effective when signs giving notice of the speed limit are posted.
Section 22358.4
(a)
(1) Wherever a local authority determines upon the basis on an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by subdivision (b) of Section 22352 is more than reasonable or safe, the local authority my, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey.
(2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected up on the highway.
(b)
(1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour.
(B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 25 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior and after the school zone.
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CITY OF SAN BERNARDINO
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel.
(4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration.
(5)
(A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (B) For the purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away from school grounds.
(C) For the purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at a distance between 500 and 1,000 feet away from school grounds.
Business Activity Districts
Section 22358.9.
(a)
(1) Notwithstanding any other law, a local authority may, by ordinance, determine and declare a 25 or 20 miles per hour prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the flowing conditions:
(A) A maximum of four traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 miles per hour speed limit. (C) A maximum posted 25 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 miles per hour speed limit. (b) As used in this section, a “business activity district” is that a portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown neighborhood scale and meets at least three of the following requirements in paragraphs (1) to (4), inclusive:
(1) No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
(2) Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway. (3) Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.
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CITY OF SAN BERNARDINO
(4) Marked crosswalks not controlled by a traffic control device. (c) A local authority shall not declare a prima facie speed limit under this section on a portion of a highway where the local authority has already lowered the speed limit as permitted under Section 22358.7, has retained the currently adopted speed limit under Section 22358.8, or has restored the immediately prior adopted speed limit under Section 22358.8. (d) A local authority shall issue only warning citation for violation of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.
Minimum and Maximum Prima Facie Speed Limits
Section 22357.
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55 or 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. This section does not apply to any 25-mile-per-hour prima facie limit, which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens.
Section 22358.
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 45, 40, 35, 30, 25, 20, or 15 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.
Section 22358.3.
Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour in a business or residence district or in a public park on any street having a roadway not exceeding 25 feet in width, other than a state highway, is more than reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is found most appropriate and is reasonable and safe. The declared prima facie speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street.
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Section 22360.
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the speed limit of 65 miles per hour is more than is reasonable or safe upon any portion of a highway other than a state highway for a distance of not exceeding 2,000 feet in length between district, either business or residence, the local authority may determine and declare a reasonable and safe prima facie limit thereon lower than 65 mile per hour, but not less than 25 miles per hour, which declared prima facie speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street or highway.
Downward Speed Zoning
Section 22358.5.
It is the intent of the Legislature 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, as the basic rule of Section 22350 is sufficient regulation as to such conditions.
Safety Corridors (Added code from AB 43)
Section 22358.7.
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine and declare a prima facie speed limit that has been reduced an additional five miles per hour for either of the following reasons:
(1) The portion of highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors. (2) A portion of the highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
(3) A local authority may not lower a speed limit as authorized by this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide as specified in Article 7 (commencing with Section 68645) of Chapter 2 of Title 8 of the Government code, whichever is sooner.
(4) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.
Maintaining Posted Speeds (Added code from AB 43)
Section 22358.8.
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the currently adopted speed limit or restore the immediately prior adopted speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the 2025 Engineering and Traffic Survey Report
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section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established that speed limit. (b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the currently adopted speed limit nor below the immediately prior speed limit. (c) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.
Boundary Line Streets
Section 22359.
With respect to boundary line streets and highways where portions thereof are within different jurisdictions, no ordinance adopted under Sections 22357 and 22358 shall be effective as to any such portion until all authorities having jurisdiction of the portions of the street concerned have approved the same. This section shall not apply in the case of boundary line streets consisting of separate roadways within different jurisdictions.
Speed Trap Prohibition
Section 40801.
No peace officer or other person shall use a speed trap in arresting, or participating or assisting in the arrest of, any person for any alleged violation of this code nor shall any speed trap be used in securing evidence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code.
Speed Trap
Section 40802.
(a) A "speed trap" is either of the following:
(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving object. This paragraph does not apply to a local street, road, or school zone.
(b)
(1) For purposes of this section, a local street or road is one that is functionally classified as “local” on the “California Road System Maps,” that are approved by the Federal Highway Administration and maintained by the Department of Transportation. It may also be defined as a “local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:
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(A) Roadway width of not more than 40 feet.
(B) Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445.
(C) Not more than one traffic lane in each direction.
(2) For purposes of this section “school zone” means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. “School zone” also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard “SCHOOL” warning sign.
(3) For purposes of this section, “senior zone” means that area approaching or passing a senior center building or other facility primarily used by senior citizens, or the grounds thereof that is contiguous to a highway and on which is posted a standard “SENIOR” warning sign, pursuant to Section 22352.
(4) For purposes of this section, “business activity district” means a section of highway described in subdivision (b) of Section 22358.9 in which a standard 25 miles per hour of 20 miles per hour speed limit sign has been posted pursuant to paragraph (1) of subdivision (a) of that section. (c)
(1) When all the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training. (B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training.
(C)
(i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D). (ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406.
(D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within the three years prior to the date of the 2025 Engineering and Traffic Survey Report
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alleged violation by an independent certified laser or radar repair and testing or calibration facility.
(2) A “speed trap” is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance.
(B)
(i) A particular section of a highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of of subdivision (b) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within one of the following time periods, prior to the date of the alleged violation, and enforcement of speed limit involves the use of radar or any other electronic device that measures the speed of moving objects:
(I) Except as specified in subclause (II), seven years. (II) If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 14 years. (ii) This subparagraph does not apply to a local street, road, or school zone, senior zone, business activity district, or speed limit adopted under Section 22358.7 or 22358.8.
Speed Trap Evidence
Section 40803.
(a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speed trap. (b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented is not based upon a speed trap as defined in paragraph (2) of subdivision (a) of Section 40802.
When a traffic and engineering survey is required pursuant to paragraph (2) of subdivision (a) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in paragraph (2) of subdivision (a) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in paragraph (2) subdivision (a) of Section 40802. 2025 Engineering and Traffic Survey Report
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