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Ordinance No. 1224 (6)ENGINEERING AND TRAFFIC SURVEY FOR SPEED LIMITS CITY OF VERNON JUNE 2014 PREPARED FOR: CITY OF VERNON 4305 SANTA FE AVENUE VERNON, CALIFORNIA 90058 PREPARED BY: HARTZOG & CRABILL, INC. TRAFFIC ENGINEERS 17852 EAST 17TH STREET TUSTIN, CA 92780 (714)731-9455 TABLE OF CONTENTS Tableof Contents........................................................................................................................... ii Traffic Engineer's Certification..................................................................................................... iii Introduction..................................................................................................................................... 1 BasicSpeed Law............................................................................................................................. 2 PrimaFacie Speed Limits............................................................................................................... 2 Establishmentof Speed Zones........................................................................................................ 2 Data Collection Procedures............................................................................................................. 3 SpeedZoning Methodology............................................................................................................ 3 SpeedZone Survey......................................................................................................................... 4 LocalStreet Exemptions................................................................................................................. 5 OtherConsiderations...................................................................................................................... 5 Radar Collection Time-Frames....................................................................................................... 5 AnalysisFactors.............................................................................................................................. 6 FieldReview................................................................................................................................... 7 AccidentHistory............................................................................................................................. 7 Results and Recommendations....................................................................................................... 7 Locations of No Speed Limit Changes............................................................................... 8 Support Explanations for "No Speed Limit Changes"........................................................ 9 Locations of New Speed Limit Postings........................................................................... 10 Support Explanations for "New Speed Limit Postings" ................................................... 10 Locations of Speed Limit Reductions............................................................................... 10 Support Explanations for "Speed Limit Reductions"....................................................... 10 Summary of Recommendations..................................................................................................... I I Appendix A - For Each Street Segment in the Survey DataSummary Sheet.......................................................................................................... Radar Speed Distribution Sheet......................................................................................... SurveyField Sheet............................................................................................................. Appendix B — Certification RadarGun Certification......................................................................................................... Technician Certification......................................................................................................... ii I, Gerald Stock, do hereby certify that this Engineering and Traffic Survey for the City of Vernon was performed under my supervision and is accurate and complete. I certify that I am both experienced in performing surveys of this type and duly registered in the State of California as a professional Traffic Engineer. e ald Sto RTE # 204 File: Vernon Radar Rpt 2014.doc 111 CITY OF VERNON ENGINEERING AND TRAFFIC SURVEY FOR SPEED LIMITS In accordance with procedures established by the State of California, this Engineering and Traffic Survey has been developed for the City of Vernon as the basis for the establishment and enforcement of speed limits for selected streets within the City. The work provided herein was authorized by the City and was performed by the engineering consulting firm of Hartzog & Crabill, Inc. The goal of the review was to determine whether changes in pre-existing conditions have occurred where older speed limits should be modified. The requirement to perform Engineering and Traffic surveys for speed limits is based on the California Vehicle Code (CVC). CVC Section 40802 states that at least once every five (5), seven (7) or ten (10) years, States and local agencies should re-evaluate non -statuary speed limits on segments of their roadways. Recent changes to the CA. MUCTD changed the policy and procedure for setting speed limits in California. Engineering and Traffic Surveys must be performed with the use of radar or other approved electronic devices if the use of radar is to be employed to enforce speed limits. If such a survey is not performed within five years (or seven years, or ten years as stated previously) of the date of the preceding survey, then the new data and its use will constitute a speed trap. Hence, evidence using such would not be admissible in court. From the Vehicle Code, 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) A particular section of a highway with a prima facie speed limit provided by this code or by local ordinance under sub -paragraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established pursuant to 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 where enforcement involves the use of radar or other electronic devices that measures the speed of moving objects. This paragraph does not apply to a local street, road, or school zone. The definition of a Traffic and Engineering Survey is contained in Section 627 of the Vehicle Code and is as follows: Engineering and Traffic survey, as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the California Department of Transportation (Caltrans) for use by State and local authorities. An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of the following: (a) Prevailing speeds as determined by traffic engineering measurements. (b) Accident records. (c) Highway, traffic and roadside conditions not readily apparent to the driver. 1 The California Vehicle code has set certain regulations regarding the posting and enforcement of speed zones. These regulations generally reflect the viewpoint that speed zoning should be based on traffic conditions and natural driver behavior and not because of an arbitrary response to a traffic event or occurrence. Therefore, it is important to have a general understanding of the "Basic Speed Law", "Prima Facie Speed Limits" and "Intermediate Speed Zones". Basic Speed Law (CVC 22350) All fifty states base their speed regulations on the Basic Speed Law. In California, CVC 22350 defines the basic speed law as: "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." This law recognizes that driving conditions vary widely from time -to -time and place -to -place and, therefore, no set of fixed driving rules will adequately serve all conditions. The motorist will constantly adjust their driving behavior to fit the conditions encountered, and must learn to do this with a minimum of assistance from the police. The Basic Speed Law is founded on the belief that a majority of motorists are able to modify their driving behavior properly, as long as they are aware of the conditions around them. Prima Facie Speed Limits (CVC 22352) All other speed limits are prima facie limits which, "on the face of it", are reasonable and prudent under normal conditions. The opportunity given to the driver to exceed a prima facie speed limit when it is safe to do so recognizes the fact that any posted speed limit cannot adequately reflect the many different conditions of traffic, weather, visibility, etc., that may be found on the same highway at different times. Certain prima facie limits are automatically established by law (CVC 22352), including a 15 mph limit in alleys, blind intersections, blind railroad crossing, and the 25 mph limit in business and residence districts. There is also a part time 25 mph limit in school zones when children are present in route to or from school. Business and residence districts are defined in the Vehicle Code as specific areas meeting a specified minimum density of roadside development. CVC Sections 235 and 515 define these regulations. A count of houses or active businesses facing on a highway must be made to determine whether or not a valid business or residence district exists. The law does not require posting these prima facie limits that are readily apparent. Establishment of Speed Zones The reason that speed limit areas and their required postings are done is to guard reasonable drivers from the unreasonable behavior of reckless, unreliable, or otherwise dangerous drivers. As with other similar laws, the limits identified are based on the consensus of the majority of 2 those who drive the highway as to what speed is reasonable and safe. It is this type of information that is reflected in the analysis section of this report. Namely, posted speed limits are a reflection of that speed which most people deem to be safe as opposed to a minority of drivers who do not drive in a reasonable manner. Speed zones are also established to advise drivers of road conditions or hazards that may not be readily apparent to a reasonable driver. For that reason, a field review of related road/traffic variables is conducted which considers the analytical data and accident history of a particular roadway segment to determine a safe and reasonable speed limit. Data Collection Procedures Speed evaluation data was collected at 46 different survey segments on 21 different roadways in the City of Vernon. These areas and the number of segments on each are described as follows: 1. 25th St (1) 12. Downey Rd (3) 2. 26th St (4) 13. Fruitland Ave (4) 3. 37th St (2) 14. Leonis Blvd (2) 4. 38th St (2) 15. Pacific Blvd (1) 5. 55th St (1) 16. Pennington Way (1) 6. Alameda St (3) 17. Santa Fe Ave (3) 7. Alcoa Ave (2) 18. Slauson Ave (1) 8. Atlantic Ave (1) 19. Soto St (2) 9. Bandini Blvd (3) 20. Vernon Ave (3) 10. Boyle Ave (3) 21. Washington Blvd (1) 11. District Blvd (3) As described in various traffic engineering documents - including information provided by the State of California, the individual locations on which radar data collection procedures were used involved considerations for the following: a. Stop sign or traffic signal locations; b. Visibility issues; c. Traffic flow at intersections, cross -traffic, major driveways, crosswalks, railroad crossings and unusual turning movements; d. The influence of other traffic factors on the speed of cars: such as on street parking, roadway features, adjacent land uses, and lighting. Speed Zoning Methodoln The California Manual on Uniform Traffic Control Devices (CA. MUTCD) specifies a "short method of determining speed limits on City and County through Highways, Arterial and Collector Roads Procedures. Introduction - This short method of speed zoning is based on the premise that the reasonable speed limit is one that conforms to the actual behavior of the majority of motorists, and that by measuring motorist's speeds, one will be able to select a speed limit that is both reasonable and 3 effective. Other factors that need to be considered include, but are not limited to: the most recent three-year collision record, roadway design speed, safe stopping sight distance, superelevation, shoulder conditions, profile conditions, intersection spacing and offsets, commercial driveway characteristics, pedestrian traffic in the roadway without sidewalks. Speed Zone Survey - Only one person is required for the fieldwork. Speeds can be read directly from a radar speed meter. - A section of road should be selected with representative operating speeds. If speeds vary on a given road, additional surveys should be conducted. In this case, it may be necessary to establish additional speed zones with different speed limits. The section selected should be straight and should have no traffic signal, stop sign or intersection with a major cross street. - Speed measurements should be taken during off-peak hours on weekdays. The weather should be fair with no unusual conditions prevailing. It is important that the surveyor and his equipment be so inconspicuous as not to affect traffic speeds. For this reason, an unmarked car is recommended, with the radar speed meter located as inconspicuously as possible. It should be placed so as to be able to survey traffic in both directions, and should not make an angle greater than 15 degrees with the roadway centerline. - It is desirable to have a minimum sample of 100 automobiles in each survey. This may result in excessive survey periods for low -volume roads. Under these conditions, the survey should be conducted for a minimum of two hours, but in no case should the sample for any survey contain less than 50 automobiles. - The California MUTCD states that speed limits are established at or near the 85th percentile speed, which is defined as that speed at or below which 85 percent of the traffic is moving. This speed can be selected directly from the data sheet. However, roadway conditions not readily apparent to the motorist such as vertical or horizontal curves or other roadway conditions that may impact sight distance may result in a further reduction of 5 mph in the recommended speed limit. - As a check on the validity of the proposed speed limit, an analysis should be made of the two- year accident record for the section of roadway under consideration. If this record shows an abnormally high percentage of accidents normally associated with excessive speeds, the proposed speed limit should be further reduced. This is a judgment situation, and will not usually be a factor, - Short speed zones of less than half a mile should be avoided, except in transition areas. - Speed zone changes should be coordinated with changes in roadway conditions or roadway development. - Speed zoning in 5 mile per hour increments should be avoided if possible. A 10-mile per hour increment is preferable. - Speed zoning should be coordinated between adjacent jurisdictions. 4 Local Street Exemptions (CVC 40802) Many streets are designated as "Local" streets per CVC 40802. These streets are exempt from the radar study. Therefore, the speed limit for these streets does not require an Engineering and Traffic Survey. The code is as follows: "For the purpose of this section, local streets and roads shall be defined by the latest functional usage and federal aid system maps as submitted to the Federal Highway Administration. When these maps have not been submitted, the following definition shall be used: A local street or road primarily provides access to abutting residential property and shall meet the following three conditions: 1. Roadway width of not more than 40 feet. 2. Not more than one half mile of uninterrupted length. 3. Not more than one traffic lane in each direction. Other Considerations Every street should be inspected for unusual traffic, roadway and roadside conditions not readily apparent to a motorist. A check should be made of the adequacy of traffic control devices, roadway alignment, width surface conditions, accident history and any unique traffic hazards that may exist. Any of these conditions may warrant the selection of a speed lower than the 85th percentile speed for speed zoning. Radar Collection Time Frames The hours of radar operation were restricted to off-peak periods for heavily traveled streets and to uncongested peak periods on lightly traveled streets. All surveys were conducted in fair weather. The radar unit was mounted at the top of the front dash of an unmarked vehicle with the meter - reading unit sustained inside the vehicle. The radar unit's calibration was checked periodically using a tuning fork. The radar operator and assistant recorded the speed meter readings for each location on Radar Speed Survey Field Sheets included in the appendix of this report. A representative sampling of at least 100 vehicles were surveyed in each direction or a cumulative sample of 200 vehicles for both directions where possible. On low volume roads, where a total sample of 200 vehicles would result in an excessive time period, sampling was continued until a representative bell - shaped frequency distribution was attained. Analysis Factors Several factors were used as input to our recommendations for speed limits. These include the 85th Percentile, the 10 MPH Pace and others. These are described in detail below. 5 1. The CRITICAL SPEED, or the 85th percentile is defined as that speed at or below which 85 percent of the traffic is moving. From experience, traffic engineers have found that this is one of the most reliable factors in determining appropriate speed limits. Hence, the accepted practice, and one that has been used in this case is to set the speed limit at or near the critical speed. This recognizes that other factors could be present where the above may not be appropriate. When this procedure is used, it not only conforms to that required by the State but it also provides a strong base for law enforcement personnel to properly enforce speed limits. 2. The 10 MPH PACE is that continuous 10 mph incremental range of speeds in which the largest number of recorded vehicles is contained. It is a measure of the dispersion of speeds within the sample surveyed. For this element, the accepted practice to the greatest extent possible is to try and keep the recommended speed limit within the 10 mph pace after considering the critical speed and any factors requiring a speed lower than the critical speed. 3. The MEDIAN (MIDDLE) SPEED, or 50th percentile speed, represents the mid -point value within the range of recorded speeds for a particular roadway location. In other words, 50% of the vehicles travel faster, and 50% travel slower than the median speeds. This value is another measure of the central tendency of the vehicle speed distribution. 4. The 15th PERCENTILE SPEED is that speed at or below which 15% of the vehicles are traveling. This value is important in determining the minimum allowable speed limit, given that the vehicles traveling below this speed tend to obstruct the flow of traffic, thereby increasing the accident potential. 5. MODAL SPEED: The modal speed is the speed, which occurs most frequently in the distribution (the most). It serves as another useful measure in verifying the correct recommendation for speed limits. 6. STANDARD DEVIATION: This is a mathematical element, which relates to measures of dispersion of data. It is used to assist in describing the center of speed distribution information around the arithmetic mean or the time mean speed. It also is used in the overall review of recommended speed limits and serves to verify the level of confidence of data used in making recommendations. 7. The MEAN (AVERAGE) is the sum of the speeds of the samples divided by the number of samples. The numerical values of the above factors are derived from the speed distribution curves calculated for each survey location. These distribution curves represent a method of graphic analysis that compares the cumulative percentage of vehicles to the speed at which the vehicles are traveling. 6 FiPlrl RPviPw In addition to the availability of the above statistical data, a significant aspect of speed limit recommendations is based on the field review. Its importance is that existing conditions may warrant a lower speed than is actually indicated by the application of survey data. Examples of the field data collected for the purposes of analyzing related roadway characteristics as they pertain to the determination of appropriate speed limits are listed below: 1. Segment length, width and alignment 2. Level of pedestrian activity 3. Traffic flow characteristics 4. Vertical and/or horizontal curves. 5. Driver sight distance constraints. 6. Adjacent residential/commercial/industrial etc. zoning. 7. Number of lanes and other channelization/striping factors 8. Frequency of intersections, driveways and on street parking; 9. Location of stop signs, traffic signals, and other regulatory traffic control devices; 10. Roadway conditions, bumps and dips; 11. Obstructions to pedestrian visibility; 12. Land use and proximity of schools; 13. Uniformity with existing speed zones to/with adjacent jurisdictions; 14. Any other unusual conditions not readily apparent to the driver. The results of the field review of related road/traffic variables are summarized on the Engineering and Traffic Survey forms found in the Appendix of this report. Accident History The Engineering and Traffic Survey forms summarize the available two-year accident information for the subject streets. The accident information includes the total number of accidents within each street segment and of those accidents, the number that are speed -related. This accident information was obtained from the Crossroads program by the City of Vernon. The annual accident rate figures represent the number of speed -related accidents divided by years of accident records. The evaluation of accidents is useful as a check on the accuracy of recommended or existing speed limits. Should this review show a high percentage of accidents associated with excessive speeds, consideration based on professional traffic engineering judgment should be directed toward reducing the posted or recommended speed limit. Results and Recommendations The following Summaries: No Speed Limit Changes, New Speed Limit Postings, and Summary of Recommendations present the results of the radar survey for the selected 44 locations. As shown, the Summary of Recommendations chart presents the necessary analysis elements that in addition to the field review of a registered traffic engineer led to the recommendations indicated. 7 Locations of "No Speed Limit Changes" The Summary indicates that 44 of the 46 segments studied are recommended for no speed limit changes. The reason centers mostly on the fact that the newly measured values of the 85th percentile and the 10 MPH pace are still within the parameters of the existing speed limits. Additional factors such as the presence of horizontal or vertical curves reducing sight distance form the basis for recommendation. Therefore, the current postings should remain. The segments recommended for "No Change" are listed below: 25th Street Alameda St to Santa Fe Ave 26th Street Santa Fe Ave to Soto St Soto St to Downey Rd Downey Rd to Bonnie Beach PI Bonne Beach PI to Pennington Way 37th Street Alameda St to Santa Fe Ave Santa Fe Ave to Soto St 38th Street Alameda St to Santa Fe Ave 55th Street Alameda St to Santa Fe Ave Remain posted at 30 MPH Remain posted at 30 MPH Remain posted at 35 MPH Remain posted at 35 MPH Remain posted at 35 MPH Remain posted at 30 MPH Remain posted at 40 MPH Remain posted at 35 MPH Remain posted at 35 MPH Alameda Street North City Limits to Vernon Ave Remain posted at 35 MPH Vernon Ave to Slauson Ave Remain posted at 35 MPH North City Limits to Slauson Ave (Westside) Remain posted at 40 MPH Alton Avenue Vernon Ave to Fruitland Ave Fruitland Ave to Slauson Ave Atlantic Boulevard North City Limits to District Blvd Bandini Boulevard Soto St to Downey Rd Downey Rd to Bonnie Beach PI Bonnie Beach PI to Pennington Way Boyle Avenue Vernon Ave to Leonis Blvd Leonis Blvd to Slauson Ave Slauson Ave to Randolph St Remain posted at 30 MPH Remain posted at 30 MPH Remain posted at 35 MPH Remain posted at 45 MPH Remain posted at 45 MPH Remain posted at 45 MPH Remain posted at 30 MPH Remain posted at 35 MPH Remain posted at 35 MPH District Boulevard Downey Rd to Corona Ave Corona Ave to Atlantic Blvd Atlantic Blvd to East City Limits Downed Washington Blvd to Vernon Ave Vernon Ave to Fruitland Ave Fruitland Ave to Slauson Ave Fruitland Avenue Santa Fe Ave to Soto St Soto St to Downey Rd Downey Rd to Corona Ave Corona Ave to District Blvd Leonis Boulevard Pacific Blvd to Boyle Ave Boyle Ave to Downey Rd Pacific Boulevard Santa Fe Ave to South City Limits Santa Fe Avenue North City Limits to 38th St 38th St to Fruitland Ave Fruitland Ave to South City Limits Slauson Avenue Boyle Ave to Downey Rd Soto Street North City Limits to Vernon Ave Vernon Ave to South City Limits Vernon Avenue Alameda St to Santa Fe Ave Santa Fe Ave to Soto St Soto St to Downey Rd Washington Boulevard Downey Rd to East City Limits Remain posted at 40 MPH Remain posted at 40 MPH Remain Posted at 35 MPH Remain posted at 35 MPH Remain posted at 35 MPH Remain posted at 35 MPH Remain posted at 35 MPH Remain posted at 35 MPH Remain posted at 25 MPH Remain posted at 30 MPH Remain posted at 40 MPH Remain posted at 40 MPH Remain posted at 40 MPH Remain posted at 35 MPH Remain posted at 35 MPH Remain posted at 35 MPH Remain posted at 35 MPH Remain posted at 35 MPH Remain posted at 35 MPH Remain posted at 40 MPH Remain posted at 30 MPH Remain posted at 30 MPH Remain posted at 45 MPH Support Explanations for "No Speed Limit Changes" The following is a support explanation for the one roadway segment that the recommended speed limit is 5 mph or more lower than the newly measured 85th percentile speed. Fruitland Avenue Downey Road to Corona Avenue This section of Fruitland Avenue is a two lane roadway. The adjacent land uses are industrial and business. The speed study resulted with an 85th percentile speed of 30.0 mph and a 10 mph pace range of 20 to 29 mph. Field notes state that the roadway has gradual horizontal bends at Carmelita Avenue and Corona Avenue and several blind driveways. The sight distance is limited at these curves and driveways. With those factors, it is recommended that the existing 25 mph speed limit be maintained. Locations of "New Speed Limit Postings" One of the forty-four roadway segments is currently not posted. Again, the newly measured values of the 85th percentile speeds and the 10 mph pace range were factors used to make these recommendations. It is noted that for each case, the recommendation to post is necessary to enhance the enforcement of the recommended safe speed limit. This segment is shown in the Summary of Recommendations beginning on page 11 and as follows: Pennington Wgy 26th Street to Bandini Boulevard Support Explanations for "New Speed Limit Postings" Pennington Way Install New Posting of 35 mph 26th Street to Bandini Boulevard Pennington Way is a two lane roadway. This is a newly developed roadway has no posted speed signs, moderate vertical and horizontal curves and provides access between Bandini Boulevard and 26th Street. With the 85th percentile speed of 35.4 mph and a 10 mph pace range of 27 to 36 mph, it is recommended that a 35 mph speed limit be posted for this roadway. Locations of Speed Limit Reductions At one location, the Engineering and Traffic survey data indicates a need for a speed limit reduction. This segment and reason for the recommendation is explained below: 38th Street Santa Fe Avenue to BNSF Railroad/37th Street Support Explanations for " Speed Limit Reductions " 38th Street Reduce from 40 mph to 35 mph Santa Fe Avenue to BNSF Railroad to 37th Street This section of 38th Street is a two lane roadway that travels one way eastbound. This roadway has a gradual "C" curve that merges onto and becomes 37th Street. The adjacent land use is solely industrial. With the speed data resulting with an 85th percentile speed of 36.8 mph and a median speed of 31.8 mph, it is recommended that the existing 40 mph speed limit be reduced to 35 mph. 10 SUMMARY OF RECOMMENDATIONS EXISTING RECOMMENDE 85T" 10 MPH PERCENT SPEED D SPEED PERCENTILE AVERAGE PACE OF VEHICLES STREET LOCATION LIMIT LIMIT SPEED SPEED RANGE IN PACE RECOMMENDATION - JUSTIFICATION 25TH STREET ALAMEDA ST TO SANTA FE AVE 30 30 33.8 28.7 24-33 76.8 NO CHANGE - 85TH PERCENTILE 26TH STREET SANTA FE AVE TO SOTO ST 30 30 34.7 30.0 27-36 78.9 NO CHANGE - 85TH PERCENTILE SOTO ST TO DOWNEY RD 35 35 36.5 30.1 28-37 61.0 NO CHANGE - 85TH PERCENTILE DOWNEY RD TO BONNIE BEACH PL 35 35 38.3 34.0 31-40 69.4 NO CHANGE - 85TH PERCENTILE BONNIE BEACH PL TO PENNINGTON WAY 35 35 39.4 34.9 30-39 76.7 NO CHANGE - 85TH PERCENTILE 37TH STREET ALAMEDA ST TO SANTA FE AVE 30 30 32.0 27.5 24-33 71.6 NO CHANGE - 85T" PERCENTILE SANTA FE AVE TO SOTO ST 40 40 41.7 37.5 33-42 62.7 NO CHANGE - 85TH PERCENTILE 38TH STREET ALAMEDA ST TO SANTA FE AVE 35 35 36.6 32.0 28-37 67.9 NO CHANGE - 85TH PERCENTILE SANTE FE AVE TO BNSF RAILROAD / 37TH ST 40 35 36.8 31.8 27-36 69.4 REDUCE - 85TH PERCENTILE 55TH STREET ALAMEDA ST TO SANTA FE AVE 35 35 38.9 33.6 30-39 67.9 NO CHANGE - 85TH PERCENTILE 11 SUMMARY OF RECOMMENDATIONS EXISTING RECOMMENDE 85T" 10 MPH PERCENT SPEED D SPEED PERCENTILE AVERAGE PACE OF VEHICLES STREET LOCATION LIMIT LIMIT SPEED SPEED RANGE IN PACE RECOMMENDATION - JUSTIFICATION ALAMEDA STREET NORTH CITY LIMITS TO VERNON AVE 35 35 36.4 32.2 28-37 74.1 NO CHANGE - 85T" PERCENTILE VERNON AVE TO SLAUSON AVE 35 35 38.6 34.1 30-39 69.3 NO CHANGE - 85T" PERCENTILE (WESTSIDE) NCL TO SLAUSON AVE (NB ONLY) 40 40 41.9 36.3 32-41 65.4 NO CHANGE - 85T" PERCENTILE ALCOA AVENUE VERNON AVE TO FRUITLAND AVE 30 30 31.4 27.1 23-32 76.0 NO CHANGE - 85T" PERCENTILE FRUITLAND AVE TO SLAUSON AVE 30 30 34.9 29.6 27-36 73.6 NO CHANGE - 85T" PERCENTILE ATLANTIC BOULEVARD NORTH CITY LIMITS TO DISTRICT BLVD 35 35 37.7 33.1 29-38 57.0 NO CHANGE - 85T" PERCENTILE BANDINI BOULEVARD SOTO ST TO DOWNEY RD 45 45 45.2 39.0 36-45 55.0 NO CHANGE - 85T" PERCENTILE DOWNEY RD TO BONNIE BEACH PL. 45 45 46.4 40.3 36-45 56.1 NO CHANGE - 85T" PERCENTILE BONNIE BEACH PL. TO PENNINGTON WAY 45 45 45.8 38.2 33-42 56.1 NO CHANGE - 85T" PERCENTILE BOYLE AVENUE VERNON AVE TO LEONIS BLVD 30 30 32.0 27.7 24-33 71.1 NO CHANGE - 85T" PERCENTILE LEONIS BLVD TO SLAUSON AVE 35 35 39.4 35.0 31-40 76.8 NO CHANGE - 85T" PERCENTILE SLAUSON AVE TO RANDOLPH ST (NB ONLY) 35 35 37.4 32.9 29-38 74.7 NO CHANGE - 85T" PERCENTILE 12 SUMMARY OF RECOMMENDATIONS EXISTING RECOMMENDE 85T" 10 MPH PERCENT SPEED D SPEED PERCENTILE AVERAGE PACE OF VEHICLES STREET LOCATION LIMIT LIMIT SPEED SPEED RANGE IN PACE RECOMMENDATION - JUSTIFICATION DISTRICT BOULEVARD DOWNEY RD TO CORONA AVE 40 40 42.5 36.5 32-41 64.8 NO CHANGE - 85TH PERCENTILE CORONA AVE TO ATLANTIC BLVD 40 40 41.9 36.1 33-42 63.7 NO CHANGE - 85TH PERCENTILE ATLANTIC BLVD TO EAST CITY LIMITS 35 35 39.8 34.8 32-41 60.1 NO CHANGE - 85TH PERCENTILE DOWNEY ROAD WASHINGTON BLVD TO VERNON AVE 35 35 37.9 33.3 30-39 68.5 NO CHANGE - 85TH PERCENTILE VERNON AVE TO FRUITLAND AVE 35 35 38.5 32.5 27-36 64.5 NO CHANGE - 85TH PERCENTILE FRUITLAND AVE TO SLAUSON AVE (SB ONLY) 35 35 39.9 34.7 32-41 74.4 NO CHANGE - 85TH PERCENTILE FRUITLAND AVENUE SANTA FE AVE TO SOTO ST 35 35 36.2 30.6 26-35 76.6 NO CHANGE - 85TH PERCENTILE SOTO ST TO DOWNEY RD 35 35 35.8 31.3 26-35 73.8 NO CHANGE - 85TH PERCENTILE DOWNEY RD TO CORONA AVE 25 25 30.0 24.1 20-29 67.5 NO CHANGE - LIMITED SIGHT DISTANCE CORONA AVE TO DISTRICT BLVD 30 30 34.5 29.3 26-35 69.8 NO CHANGE - 85TH PERCENTILE LEONIS BOULEVARD PACIFIC BLVD TO BOYLE AVE 40 40 40.9 35.7 34-41 64.6 NO CHANGE - 85TH PERCENTILE BOYLE AVE TO DOWNEY RD 40 40 40.8 35.1 30-39 64.6 NO CHANGE - 85TH PERCENTILE PACIFIC BOULEVARD SANTA FE AVE TO SOUTH CITY LIMITS 40 40 42.0 36.5 32-41 71.1 NO CHANGE - 85TH PERCENTILE 13 STREET LOCATION PENNINGTON WAY 26 TH ST TO BANDINI BLVD SANTA FE AVENUE NORTH CITY LIMITS TO 38TH ST 38T" ST TO FRUITLAND AVE FRUITLAND AVE TO SOUTH CITY LIMITS SLAUSON AVENUE BOYLE AVE TO DOWNEY RD SOTO STREET NORTH CITY LIMITS TO VERNON AVE VERNON AVE TO SOUTH CITY LIMITS SUMMARY OF RECOMMENDATIONS EXISTING RECOMMENDE 85T" 10 MPH PERCENT SPEED D SPEED PERCENTILE AVERAGE PACE OF VEHICLES LIMIT LIMIT SPEED SPEED RANGE IN PACE RECOMMENDATION - JUSTIFICATION NP 35 35.4 29.1 27-36 35 35 37.8 33.9 29-38 35/ *25 35/ *25 38.4 34.2 31-40 35 35 39.0 34.8 31-40 35 35 38.7 33.1 31-40 35 35 38.5 31.8 28-37 35 35 37.9 33.3 27-36 SANTA FE AVE 40 / 25* 40 / 25* 40.7 36.6 33-42 SANTA FE AVE TO SOTO ST 30 30 34.4 28.2 24-33 SOTO ST TO DOWNEY RD 30 30 34.5 29.1 24-33 WASHINGTON BOULEVARD DOWNEY RD TO EAST CITY L IMITS 45 45 45.9 39.9 36-45 *25 = 25 MPH "WHEN CHILDREN PRESENT" (SCHOOL ZONE) 14 56.2 POST - 85T" PERCENTILE 69.8 NO CHANGE - 85T" PERCENTILE 73.6 NO CHANGE - 85T" PERCENTILE 83.1 NO CHANGE- 85TH PERCENTILE 71.7 NO CHANGE- 85T" PERCENTILE 58.3 NO CHANGE - 85T" PERCENTILE 67.1 NO CHANGE - 85T" PERCENTILE 73.6 NO CHANGE - 85TH PERCENTILE 63.4 NO CHANGE - 85T" PERCENTILE 75.0 NO CHANGE - 85T" PERCENTILE 62.3 NO CHANGE - 85T" PERCENTILE APPENDIX A HCI ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON 25TH STREET DATE: 5/1 /2014 TIME: 1:45 PM ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT 2:20 PM EAST OF ALAMEDA 5/1 /2014 33.8 MPH 24 - 33 MPH 76.8 30 MPH ALAMEDA STREET TO SANTA FE AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 ' SPEED -RELATED ACCIDENTS 2 TOTAL ACCIDENTS 4 ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.71 ACCIDENTS PER MVM SPEED RELATED ONLY =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER 7,300 1 LANE PER DIRECTION SIGNAL -ALAMEDA /SANTE FE AT ALAMEDA /SANTE FE YES/NO YES (HEAVY) YES MANY AREAS OF RED AND GREEN CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.53 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES/YES (MANY) STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ADJACENT LAND USE INDUSTRIAL / RxR RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 3.8 mph of 85th percentile speed and meets CVC standards. Fronting, NF =Non -fronting File: 25Ih 2014-01 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI ATE STRE 2014 TIME 1 �45 PM - 9�70 PM ALAMEDA STREET TO SANTA FE AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 59 x 58 x 57 x 56 x 55 x 54 x 53 x 52 x 51 x 50 x 49 x 48 x 47 x 46 x 45 x 44 x 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 33 MPH 24 MPH 16.7 76.8 6.5 100.0 100.0% 100.0 100.0 100.0% 100.0% 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 98.6 95.7 94.9 89.9 85.5 83.3°/ }PACE - - -85PCT 75.4% }PACE 72.5 % }PACE 60.1 % }PACE 52.2 % }PACE 45.7% }PACE ----MEAN 36.2% }PACE 27.5% }PACE 23.2 % }PACE 13.0% }PACE---15PCT 6.5 3.6 2.2 1.4 0.7 0.7 0.0 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 33.8 MPH 28.7 MPH 24.2 MPH 7.51h 20'140'I HCI CITY OF VERNON 26TH STREET SANTA FE AVENUE TO SOTO STREET DATE: 5/1/2014 SURVEY BY: C. BUENDIA TIME: 12:00 PM - 12:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT DENT HISTORY NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER EAST OF HARRLETT 5/1 /2014 34.7 MPH 27 - 36 MPH 78.9 30 MPH 24 2 9 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.53 ACCIDENTS PER MVM (SPEED RELATED ONLY) 8,550 1 LANE PER DIRECTION SIGNAL-SANTEFE/SOTO AT SANTE FE / SOTO YES/FEW YES (HEAVY) YES MANY AREAS OF RED CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.60 VERTICAL CURVE NONE (slight curve e/o Sante Fe) HORIZONTAL CURVE NONE (short gradual curve at Sante Fe) LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/YES (MANY) STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ADJACENT LAND USE INDUSTRIAL /BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 4.7 mph of 85th percentile speed and meets CVC standards. F =Fronting, NF =Non -fronting File: 26th 2014-02 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE;STRE 2014 TIMP 9T(lfl PM - 1T3l1 PM SANTA FE AVENUE TO SOTO STREET SURVEY BY: C. BUENDIA CHFCKF_D BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 59 x 58 x 57 x 56 x 55 x 54 x 53 x 52 x 51 x 50 x 49 x 48 x 47 x 46 x 45 x 44 x 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 36 MPH 27 MPH 8.5 78.9 12.7 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0% 100.0 100.0 100-0 100.0 100.0 99.3 97.2 95.1 94.4 91.5% }PACE 86.6% }PACE 81.7 % }PACE - - -85PCT 75.4% }PACE 66.9% }PACE 62.0% }PACE 50.0% }PACE ----MEAN 33.8% }PACE 24.6% }PACE 18.3% }PACE 12.7% - - -15PCT 9.9 7.0 4.2 2.8 0.7 0.7 0.0 0.0 0.0 0.0 0.0 85th PERCENTILE SPEED: 34.7 MPH MEDIAN SPEED: 30.0 MPH 15th PERCENTILE SPEED: 26.4 MPH 26th 2014-02 CITY OF VERNON HCI p�ESTR5�2014 SUORVEYBE�TCDBUENDIAROAD TIME: 11:20 AM - 11:50 AM CHECKED BY: JERRY STOCK /AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT .DENT HISTORY NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER NORTH OF SIERRA PINE 5/1/2014 36.5 MPH 2S - 37 MPH 61.0 35 MPH 24 1 9 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 8,900 1 LANE PER DIRECTION SIGNAL - SOTO AT SOTO NO/NO YES (HEAVY) PARTIAL MANY AREAS OF RED CURB AREAS OF NO STOPPING ANYTIME / ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.78 VERTICAL CURVE NONE HORIZONTAL CURVE SLIGHT -GRADUAL BEND AT SIERRA PINE AND WEST OF DOWNEY LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRNEWAYS PARTIAL /YES (HEAVY) STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ADJACENT LAND USE INDUSTRIAL / RxR XING RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 1.5 mph of 85th percentile speed and meets CVC standards. F = Fnmling, NF =Non-fioriEng File: 26th 2014-03 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE:STET 5/1E/214 TIME 11--20 AM - 11-50 AM S )TO STREET TO DOWNEY ROAD SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULAI WE PERCEN SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 x 39 x 38 x 37 x 36 x 35 34 x 33 x 32 x 31 x 30 X 29 x 28 x 27 x 26 x 25 24 x 23 x 22 x 21 x 20 x 19 x 18 x 17 x 16 x 15x UPPER LIMIT 10 MPH PACE: 37 MPH 100.0 100.0% 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0% 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 98.8% 97.6 % 94.5% 93.3% 89.0 % }PACE 81.7% }PACE---85PCT 79.3 % }PACE 72.0 % }PACE 70.1 % }PACE 65.2 % }PACE 61.0% }PACE 48.2 % }PACE - - -MEAN 37.8 % }PACE 32.9 % }PACE 28.0 % 22.6 % 18.3 % 14.6% ---15PCT 11.0% 9.8 % 7.9 % 7.3 % 6.7 % 5.5% 4.3 % 2.4 % 1.2 % 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 36.5 MPH 30.1 MPH 24.1 MPH 26th 2014-03 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON J��l 26TH STREET DOWNEY ROAD TO BONNIE BEACH PLACE l DATE: 5/1/2014 SURVEY BY: C. BUENDIA TIME: 10:45 AM - 11:15 AM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT WEST OF INDIANA 5/1 /2014 38.3 MPH 31 - 40 MPH 69.4 35 MPH NO. OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 1 TOTAL ACCIDENTS 3 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.13 ACCIDENTS PER MVM SPEED RELATED ONLY) FFIC FACTORS AVERAGE DAILY TRAFFIC 7,650 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL -BONNIE BEACH CROSSWALKS NONE PEDESTRIANBICYCLES FEW / NO TRUCK TRAFFIC YES (HEAVY) ON -STREET PARKING NO (WB) /YES (EB) OTHER NO SHOULDERS (WB) / NO STOPPING ANYTIME (WB) ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 1.36 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS PARTIAL /FEW STREET LIGHTING YES OTHER 2 WAY LEFT TURN LANE 1 SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL / RxR arallels RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 3.3 mph of 85th percentile spee0 and meets GVG S43ntlartls. File: 261h 2014-04 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI 26TH STREET DATE: 5/1/2014 TIME- 1!1-dS AAA _ ��-��n�� DOWNEY ROAD TO BONNIE BEACH PLACE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x � x x 33 x 32 x 31 x 30 x 29 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19 x 18 x 17 x 16 x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 40 MPH 31 MPH 8.3 69.4 22.3 100.0% 100.0% 100.0% 100.0 100.0% 100.0% 100,0% 100.0 100.0% 100.0 100.0 100.0 100.0 99.4 99.4% 98.7% 98.1 95.5 92.4% 92.4% 91.7 % }pACE 87.3 % }pgCE 84.1% }PACE---85PCT 77.7% }pgCE 66.9 % }pACE 56.7% }pACE 49.7 % }pACE - - -MEAN 40.1 % }PACE 33.8 % }pACE 29.3 % }pACE 22.3 18.5% 15.9 15.9 12.1% ---15PCT 10.8% 7.6 5.7 5.1% 3.2 2.5 1.3% 0.6 0.6% 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 38.3 MPH 34.0 MPH 26.8 MPH zem zoia-oa ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI 2D6AT,�STR bE 2014 SURVEY B�cH C. BUENDIAENNINGTON WAY TIME: 10:00 AM - 10:30 AM CHECKED BY: JERRY STOCK JAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT HISTORY NO.OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE FFIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER EAST OF BONNIE BEACH 5/1/2014 39.4 MPH 30 - 39 MPH 76.7 35 MPH 24 1 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.16 ACCIDENTS PFR nouns rcoGcn ooi nron r,.0 ... 4,200 1 LANE PER DIRECTION SIGNAL -BONNIE BEACH NONE NO / NO (WB) -FEW / NO (EB) YES (HEAVY) NO (WB) /YES (EB) MANY AREAS OF RED CURB (EB) ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 1.98 VERTICAL CURVE NONE HORIZONTAL CURVE NONE (Except curve onto Pennington) LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR -POOR SIDEWALKS/DRIVEWAYS NO / NO -YES /YES STREET LIGHTING YES OTHER 2 WAY LEFT TURN LANE ADJACENT LAND USE INDUSTRIAL /BUSINESS / RxR arallels RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE IFICATION: -- The recommended 35 mph is wiHiin 4.4 mph of 85th percentile speed and meets CVC stantlards. F = Fm�rong, NF =Nan-hontin9 � � � File: 26Yh 2014-05 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE:ST5/v2014 TIME: 10:00 AM - 10-30 AM BONNIE BEACH PLACE TO PENNINGTON WAY SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMUtATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 � x 43 x 42 x 41 x 40 x 39 x 38 x 37 X 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 X 27 x 26 x 25 X 24 x 23 x 22 x 21x 20 x 19 x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 39 MPH 30 MPH 15.8 76.7 7.5 100.0% 100.0% 100.0% 100.0 100.0 100.0% 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 99.3% 97.9 97.9 96.6 93.2 86.3 84.2% 76.7% 72.6% 61.6 % 51.4% 40.4 322% 22.6 17.1 14.4 7.5% 5.5 4.1 1.4% 0.7 0.0% 0.0 0.0% 0.0 0.0% 0.0% 0.0 0.0 0.0% 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: }PACE---85PCT }PACE }pgCE }PACE }PACE }PACE - - - -MEAN }PACE }PACE }PACE }PACE---15PCT 39.4 MPH 34.9 MPH 30.2 MPH 2BR12B14B5 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI 37TH STREET ALAMEDA STREET TO SANTA FE AVENUE DATE: 4/17/2014 SURVEY BY: C. BUENDIA TIME: 12:15 PM - 12:45 PM CHECKED BY: JERRY STOCK /AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT (DENT HISTORY NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE ACC./MILLION VEH. MILES =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAWBICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER WEST OF SANTE FE 4/17/2014 32.0 MPH 24 - 33 MPH 71.6 30 MPH 24 1 5 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.61 ACCIDENTS PER MVM (SPEED RELATED ONLY) 4,300 1 LANE PER DIRECTION SIGNAL -SANTE FE, STOP -ALAMEDA AT SANTE FE FEW /FEW YES (HEAVY) YES AREAS OF RED AND GREEN CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.52 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES /YES (HEAVY) STREET LIGHTING YES OTHER SINGLE DASHED / DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL (dense /BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 2.0 mph of 85th percentile speed and meets CVC standards. File: 37th 2014-06 CITY OF VERNON HCI 37TH STREET DATE: 4/17/2014 TIME: 12:15 PM - 12:45 PM ALAMEDA STREET TO SANTA FE AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 59 x 58 x 57 x 56 x 55 x 54 x 53 x 52 x 51 x 50 x 49 x 48 x 47 x 46 x 45 x 44 x 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19 x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 33 MPH 24 MPH 14.8 71.6 17.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0 100.0% 100.0 100.0 100.0 100.0 99.4 99.4 98.1 96.1% 94.8 93.5 89.0% }PACE 85.2% }PACE 78.7% }PACE---85PCT 72.3% }PACE 63.2% }PACE 55.5% }PACE 43.9 % }PACE - - -MEAN 36.8% }PACE 30.3 % }PACE 22.6 % }PACE 17.4% 13.5% ---15PCT 8.4 5.8 2.6% 1.3% 0.0 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 32.0 MPH 27.5 MPH 22.4 MPH 37th 201406 HCI ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON 37TH STREET DATE: 4/17/2014 TIME: 12:55 PM - 1:30 PM ✓AILING SPEED DATA LOCATION OF SURVEY EAST OF 38TH DATE OF SURVEY 4/17/2014 SSth PERCENTILE 41.7 MPH 10 MPH PACE 33 - 42 MPH PERCENT IN PACE 62.7 POSTED SPEED LIMIT 40 MPH SANTA FE AVENUE TO SOTO STREET SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 1 TOTAL ACCIDENTS 8 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.13 ACCIDENTS PER MVM SPEED RELATED ONLY =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER 17,300 2 LANES PER DIRECTION SIGNAL - SOTO /SANTE FE / JEW EL-SEVILLE AT SOTO /SANTE FE / JEWEL-SEVILLE YES/YES YES (HEAVY) YES AREAS OF RED CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.60 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES /YES (MANY) STREET LIGHTING YES OTHER 2 WAY LEFT TURN CENTERLANE ONE WAY STREET EB 38TH ST TO SANTE FE ADJACENT LAND USE INDUSTRIAL /BUSINESS RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE The recommended 40 mph is within 1.7 mph of 85th percentile speed and meets CVC stantlartls. File: 37Ih 2014-07 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE:STR EE2 14 TIMF� 1TFF Pnn _ q�2n Pnn SANTA FE AVENUE TO SOTO STREET SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 59 x 58 x 57 x 56 x 55 x 54 x 53 x 52 x 51 x 50 x 49 x 48 x 47 x 46 x 45 x 44 x 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18x 17x 16X 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 42 MPH 33 MPH 13.7 62.7 23.6 100.0% 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0% 99.4 98.8 98.1 95.7 95.0 93.8 92.5 89.4 86.3 % }PACE 82.0 % }PACE - - -85PCT 74.5 % }PACE 63.4% }PACE 52.8 % }PACE 47.2 % }PACE - - - -MEAN 40.4% }PACE 36.6% }PACE 30.4% }PACE 28.6% }PACE 23.6% 21.1 14.9% ---15PCT 11.8% 8.7% 6.2 5-0 4.3 2.5 2.5 1.2 1.2 0.6 0.0 0.0 0.0 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 41.7 MPH 37.5 MPH 30.0 MPH 37th 2014-07 HCI ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON 38TH STREET ALAMEDA ST TO SANTA FE AVE DATE: 6/17/2014 SURVEY BY: C. BUENDIA TIME: 11:45 AM - 12:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT EAST OF ROSS 6/17/2014 36.6 MPH 28 - 37 MPH 67.9 % 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 0 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER 7,700 1 LANE PER DIRECTION SIGNAL - ALAMEDA / SANTA FE AT ALAMEDA / SANTA FE FEW / FEW YES (HEAVY) NO NO STOPPING ANYTIME MANY AREAS OF RED CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.52 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES / YES STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 1.6 mph of 85th percentile speed and meets CVC standards. File: 38th 2014-45 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HC'I 38TH STREET DATE: 6/17/2014 TIME• 11.45 AM - 19-3f)PM ALAMEDA ST TO SANTA FE AVE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 4s 47 46 45 44 43 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 37 MPH 28 MPH 22.6 % 67.9 % 18.2 % 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 99.3% 98.5% 98.5% 98.5% 97.1 % 96.4% 94.9% 92.0% 88.3% 86.1 % 83.2% 77.4% 73.7% 61.3% 49.6% 46.7% 38.0% 29.2% 23.4% 18.2% 16.1% 9.5% 7.3% 7.3% 5.8% 3.6% 2.2% 0.7% 0.0% 0.0% 0.0% 0.0% 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: }PACE }PACE - - -85PCT }PACE }PACE }PACE }PACE - - -MEAN }PACE }PACE }PACE }PACE ---15PCT 36.6 MPH 32.0 MPH 25.8 MPH 38th 2014-45 a ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI 38TH STREET SANTA FE AVE TO BNSF RAILROAD (37TH S DATE: 6/17/2014 SURVEY BY: C. BUENDIA TIME: 12:30 PM - 1:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT EAST OF ROSS 6/17/2014 36.8 MPH 27 - 36 MPH 69.4 % 40 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY TRAFFIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER 7,700 2 LANES PER DIRECTION SIGNAL - SANTA FE AT SANTA FE FEW / FEW YES (HEAVY) NO NO STOPPING ANYTIME MANY AREAS OF RED CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.19 VERTICAL CURVE NONE HORIZONTAL CURVE GRADUAL "C" CURVE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES / YES STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ONE WAY ROADWAY - EASTBOUND ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE REDUCE JUSTIFICATION: This section of 38th Street is a two lane roadway that travels one way eastbound. This roadway has a gradual "C" curve that merges onto and becomes 37th Street. The adjacent land use is solely industrial. With the newly recorded 85th percentile speed of 36.8 mph and a median speed of 31.8 mph. With that, it is recommended that the existing 40 mph speed limit be reduced to 35 mph. File: 38th 2014-46 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI D TE:STREET 6//17/2014 TIME: 12:30 PM - 1:00 PM SANTA FE AVE TO BNSF RAILROAD (37TH ST) SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18x 17x 16 x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 36 MPH 27 MPH 18.4 % 69.4 % 12.2 % 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 98.0% 94.9% 92.9% 87.8% 85.7% 81.6% }PACE - - -85PCT 70.4% }PACE 61.2% }PACE 54.1 % }PACE 51.0% }PACE 46.9% }PACE • - - -MEAN 43.9% }PACE 33.7% }PACE 24.5% }PACE 18.4% }PACE 12.2% - - -15PCT 9.2% 5.1 % 4.1 % 2.0% 2.0% 2.0% 1.0% 0.0% 0.0% 0.0% 0.0% 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 36.8 MPH 31.8 MPH 26.5 MPH 39th 2014.46 F--) - - 10E VEHICOid m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■e �® m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■o■■■■■■■� �m mmmm■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �o m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m mmmm■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� �m !M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �m moomm■■■■■■■■■■■■■■■■■■■■■■■■■■E' tlmm a/II/■■■■■■■■■■■■■■■■■■■■■■■■■■■i� �mm o/II■■■■■■■■■■■■■■■■■■■■■■■■■■■■© �m miaara■■■■■■■■■■■■■■■■■■■■■■■■■© Imam mar■■■■■■■■■■■■■■■■■■■■■■■■■■■■owm �Wa m%asomm■■■■■■■■■■■■■■■■■■■■■■■■MIM im® mI/I/aI/ossoII a■■■■■■■■■■■■■■■■■■■mim wwm ®/MMOSII/NSOM■■■■■■■■■■■■■■■■■■■■■mm mm" mommoIIa■■■■■■■■■■■■■■■■■■■■■■■ice �m ®IIII/I■■■■■■■■■■■■■■■■■■■■■■■■■■■MIM �r mj m►iri■■■■■■■■■■■■■■■■■■■■■■■■■■�� ism miry■■■■■■■■■■■■■■■■■■■■■■■■■■■�� �i® maaaaaiaaa�■■■■■■■■■■■■■■■■■s■■0 ��m maaaaar.■■■■■■■■■■■■■■■■■■■■■■■■■■ram �►�m mil►■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ��m milli■■■■■■■■■■■■■■■■■■■■■■■■■■�� tam mar■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ��m ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI 55TH STREET ALAMEDA STREET TO SANTA FE AVENUE DATE: 4/28/2014 SURVEY BY: C. BUENDIA TIME: 12:30 PM - 1:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT EAST OF 38TH 4/28/2014 38.9 MPH 30 - 39 MPH 67.9 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 1 TOTAL ACCIDENTS 4 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.45 ACCIDENTS PER MVM SPEED RELATED ONLY =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER 6,900 1 LANE PER DIRECTION SIGNAL - ALAMEDA /SANTE FE AT ALAMEDA /SANTE FE YES/FEW YES (HEAVY) YES AREAS OF RED AND GREEN CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.44 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR -POOR SIDEWALKS/DRIVEWAYS YES /YES (MANY) STREET LIGHTING YES OTHER SINGLE DASHED /SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 3.9 mph of 85th percentile speed and meets CVC standards. File: 55th 2014-08 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE: ST4 28E 014 TIME- 12-30 PM - 1-15 PM ALAMEDA STREET TO SANTA FE AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STnrK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 59 x 58 x 57 x 56 x 55 x 54 x 53 x 52 x 51 x 50 x 49 x 48 x 47 x 46 x 45 x 44 x 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x xx x T xxx 25 x 24 x 23 x 22 x 21 x 20 x 19x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 39 MPH 30 MPH 14.5 % 67.9 % 17.6 % 100.0 100.0% 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0% 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 98.8 % 98.2 % 95.8 % 95.2 % 90.9% 89.1 % 85.5 % }PACE 80.6% }PACE---85PCT 74.5 % }PACE 66.7 % }PACE 60.0 % }PACE 52.1 % }PACE 47.3% }PACE ---- MEAN 43.0% }PACE 32.1 % }PACE 22.4% }PACE 17.6 % 16.4 % 10.3% ---15PCT 6.7 % 4.2 % 2.4 % 0.6 % 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 38.9 MPH 33.6 MPH 27.8 MPH 55th 20t.1-08 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI ALAMEDA STREET NORTH CITY LIMITS (25TH) TO VERNON AVENUE DATE: 4/24/2014 SURVEY BY: C. BUENDIA TIME: 11:30 AM - 12:30 PM CHECKED BY: JERRY STOCK /AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT SOUTH OF 27TH ST 4/24/2014 36.4 MPH 28 - 37 MPH 74.1 35 MPH NO. OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 1 TOTAL ACCIDENTS 6 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.29 ACCIDENTS PER MVM SPEED RELATED ONL FFIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER 6,400 1 LANE PER DIRECTION SIGNAL-25TH/38TH/VERNON VERNON/25TH NOlNO YES NO STOPPING ANYTIME NO SHOULDERS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.74 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS NO / NO (SB) -YES /YES (NB) STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE NARROW ROADWAY ADJACENT LAND USE INDUSTRIAL /BUSINESS /TRANSPORTATION CORRIDOR arallels on west side RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 1.4 mph of 851h percentile speed and meets CVC standards. File: Alameda 2014-09 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI ALAMEDA STREET DATE: 4/24/2014 TIME: 1 t3n AM - »-�n pnn NORTH CITY LIMITS (25TH} TO VERNON AVENU SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 � 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x � x 33 x 32 x 31 x 30 x 29 x 28 27 x 26 x 25 x 24 x 23 x 22 x 21x 20 x 19x 18x 17 x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 37 MPH 28 MPH 12.2 74.1 13.7 100.0% 100.0% 100.0 100.0 100.0 100.0% 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 98.6 97.1% 97.1 % 96.4 95.7 95.0 93.5% 91.4°h 87.8% 83.5 78.4 66.2 56.1 48.2 43.2 36.7 26.6 18.7% 13.7% 10.8 10.1 5.0% 5.0 2.2 % 0.7 0.7 0.0 0.0 0.0 0.0% 0.0% 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: }PACE }PACE---85PCT }PACE }PACE }PACE }PACE • - - -MEAN }PACE }PACE }PACE }pgCE ---15PCT 36.4 MPH 32.2 MPH 27.3 MPH ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI p�q E ED 4124 20� SURVEN BY ENU CTBUEND AON AVENUE TIME: 10:30 AM - 11:30 AM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT NORTH OF SSTH 4/24/2014 38.6 MPH 30 - 39 MPH 69.3 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 0 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ONSTREET PARKING OTHER 2,500 1 LANE PER DIRECTION SIGNAL - VERNON /SSTH, AT 55TH / VERNON NO/NO YES NO STOPPING ANYTIME STOP- SLAUSON ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 1.01 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS NO / NO (SB) -YES /YES (NB) STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE NARROW ROADWAY ! NO SHOULDERS ADJACENT LAND USE INDUSTRIAL /BUSINESS /TRANSPORTATION CORRIDOR arallels on west side RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 3.6 mph of 85th percentile speed and meets CVC standards. File: Alameda 201410 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON ��y DATE:ED4 24/2014ET TIMF- 1n3n AM - � � •nn Ann VERNON AVENUE TO SLAUSON AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUM ULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 32 x 31 x 30 x 29 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19 X 18 x 17x 16 x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 39 MPH 30 MPH 12.1 69.3 18.6 100.0 100.0% 100.0% 100.0% 100.0 100.0% 100.0% 100.0% 100.0 100.0 100.0 100.0 100.0% 100.0 100.0% 99.3 98.6% 97.1% 95.7 95.0 92.1 87.9% }PACE 81.4% }PACE---85PCT 75.0% }PACE 69.3% }PACE 61.4% }PACE 48.6% }PACE ---MEAN 40.0 % }PACE 35.7 % }PACE 28.6 % }PACE 25.7% }PACE 18.6 17.1 15.0% ---15PCT 10.7 8.6 4.3 3.6% 2.9% 2.9 2.1% 2.1% 1.4 0.0 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 38.6 MPH 34.1 MPH 27.0 MPH Alain la 201410 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI ALAMEDA STREET (west side) NORTH CITY LIMITS TO SLAUSON AVENUE (NB only) DATE: 4/24/2014 SURVEY BY: C. BUENDIA TIME: 9:45 AM - 10:15 AM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT HISTORY NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE ACC./MILLION VEH. MILES FFIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER NORTHBOUND ONLY SOUTH OFVERNON 4/24/2014 41.9 MPH 32 - 41 MPH 65.4 40 MPH 10 1.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.12 ACCIDENTS PER MVM (SPEED RELATED ONLY) 20,000 2 LANES PER DIRECTION SIGNAL-25TH/41ST/VERNON /55TH/SLAUSON AT 25TH / 41 ST / VERNON / 55TH / SLAUSON FEW/NO YES (HEAVY) NO STOPPING ANYTIME RxR XI NGS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 1.75 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS STREET LIGHTING NO / NO (NB) - YES / YES (SB) YES OTHER PAINTED MEDIAN ISLAND NO SHOULDERS ADJACENT LAND USE INDUSTRIAL / BUSINESS / TRANSPORTATION CORRIDOR(parallels on east side RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 4o mph is within 1.9 mph of SSth percentile speed and meets GVG standards. File: Alameda 201477 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON _+ C DATE:ED4/24/2014ET Nr TIMF- 9.45 AM - 1nAr AM NORTH CITY LIMITS TO SLAUSON AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 x 48 x 47 X 46 x 45 x 44 x 43 x 42 x 41 x 40 39 x 38 x 37 36 x 35 x 34 X 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x UPPER LIMIT 10 MPH PACE: 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 41.9 MPH 36.3 MPH 30.1 MPH Alamatla 2019-t t ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI DATE:AAVS/v2014 SURVENBVENUCTBUENDIA ND AVENUE TIME: 2:30 PM - 3:30 PM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY S5th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER NORTH OF LEONIS 5/1/2014 31.4 MPH 23 - 32 MPH 76.0 30 MPH 24 0 3 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) 3,700 1 LANE PER DIRECTION SIGNAL - FRUITLAND / LEONIS, STOP - VERNON / 44TH AT FRUITLAND / VERNON / LEONIS / 44TH FEW / NO YES (HEAVY) YES AREAS OF RED CURB /AREAS OF NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.62 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YESlYES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 30 MPN SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 1.4 mph of 85th percentile speed and meets CVC stantlams riie: wcoa zotanz RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATEA 5 1E 01}4 TIME 2:4n PM - 3.3n owe VERNON AVENUE TO FRUITLAND AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK SPEED 60 59 58 57 56 CUMMULATIVE PERCENT 20 40 60 80 100 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 X 35 X � x 33 X 32 x 31 x 30 x 29 x 28 x x 27 X 26 x 25 x 24 x 23 x 22 X 21 x 20 x 19 x 18 x 17x 16 x 15 x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 32 MPH 23 MPH 12.3 76.0 11.6 100.0% 100.0 % 100.0% 100.0 100.0 100.0 100.0 100.0 100.0% 100.0 100.0 100.0 100.0% 100.0% 100.0 100.0% 100.0% 100.0 100.0 99.3% 99.3% 98.6% 98.6% 97.3 97.3% 95.9% 93.2 88.4 87.7% }PACE 82.9% }PACE - - -85PCT 80.1 % }PACE 69.9% }PACE 61.0% }PACE 49.3% }PACE ---MEAN 42.5% }PACE 32.2 % }PACE 26.7 % }PACE 17.1% }PACE 11.6% ---t5PCT 7.5 4.8 2.7 1.4 0.0% 0.0% 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 31.4 MPH 27.1 MPH .. 22.6 MPH--.` wcoa 2ot4-tz ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI DATE.A A 4 24 2014 SURVEY gD AVE CUBUEND A USON AVENUE TIME: 2:30 PM - 3:15 PM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE ACC./MILLION VEH. MILES AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER SOUTH OF FRUITLAND 4/24/2014 34.9 MPH 27 - 36 MPH 73.6 30 MPH `Z! 2 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.67 ACCIDENTS PER MVM (SPEED RELATED ONLY) 4,000 1 LANE PER DIRECTION SIGNAL- FRUITLAND / SLAUSON AT FRUITLAND / SLAUSON FEW / NO YES (HEAVY) YES (HEAVY) AREAS OF RED AND GREEN CURB RxR XING ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.51 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES /YES (MANY) STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ADJACENT LAND USE INDUSTRIAL /BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 4.9 mph of SSth percentile speed and meets CVC stantlartls. I File: Alcoa 201473 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATOA 4/24/2014 TIME 930 PM - 3-�5 PM FRUITLAND AVENUE TO SLAUSON AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK C MMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 x 38 x 37 x 36 x 35 x � x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18 x 17x 16 x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 36 MPH 27 MPH 9.0 73.6 17.4 100.0% 100.0% 100.0 100.0% 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0°h 100.0 100.0 100.0 99.3% 98.6 97.9 97.2 94.4 91.0% }PACE 85.4% }PACE 81.3% }PACE - - -85PCT 76.4 % }PACE 71.5% }PACE 65.3% }PACE 54.2 % }PACE 43.8% }PACE ---MEAN 36.1% }PACE 24.3 % }PACE 17.4% 15.3 9.7% ---15PCT 6.9% 4.2 1.4 0.0% 0.0 0.0 0.0 0.0% 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 34.9 MPH 29.6 MPH 25.0 MPH FVcv° 2019.13 w ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI ATLANTIC BOULEVARD 26TH STREET TO DISTRICT BOULEVARD DATE: 4/14/2014 SURVEY BY: C. BUENDIA TIME: 10:00 AM - 10:30 AM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIANBICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER NORTH OF DISTRICT 4/14/2014 37.7 MPH 29 - 38 MPH 57.0 % 35 MPH 24 16 45 8.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 56,150 2-3 LANES PER DIRECTION SIGNAL - BANDINI / UN -NAMED / DISTRICT AT BANDINI / UN -NAMED / DISTRICT NO/NO YES (HEAVY) NO NO STOPPING ANYTIME BTWN ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.79 VERTICAL CURVE SLIGHT GRADE OVER LA RIVER & RxR XINGS HORIZONTAL CURVE GRADUAL "C'CURVE LATERAL VISIBILITY GOOD ROAD CONDITIONS VERY POOR SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND RXR XINGS ADJACENT LAND USE INDUSTRIAL / BUSINESS / 710 FWY OWOFF RAMPS RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 2.7 mph of 85th percentile speetl antl meets CVC Standaras. File: Atlantic2otata RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI ATLANTIC BOULEVARD DATE: 4/14/2014 TIME: 10:00 AM - 10:30 AM 26TH STREET TO DISTRICT BOULEVARD SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMUUATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 rx 20 x 19x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 38 MPH 29 MPH 13.4 % 57.0 % 29.6 % 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 99.5% 98.9% 98.9% 98.4% 98.4% 97.3% 96.8% 93.5% 89.2% 86.6% }PACE 80.6% }PACE - - -85PCT 73.7% }PACE 65.1 % ?PACE 55.4% )PACE 49.5% )PACE - - - -MEAN 47.3% )PACE 45.2% IPACE 40.3% }PACE 34.9% IPACE 29.6% 24.7% 17.2% 14.5% - - -15PCT 10.8% 8.1 % 3.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 37.7 MPH 33.1 MPH 25.2 MPH Atlantic 2014-14 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI PANE INI BOUL �V4RD TO DB WNEDYAROAD SOROEY BEET TIME: 11:20 AM - 11:55 AM CHECKED BY: JERRY STOCK JAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE ACC./MILLION VEH. MILES FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER EAST OF SIERRA PINE 4/17/2014 45.2 MPH 36 - 45 MPH 55.0 45 MPH 24 0 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) - -- - - PER �� 20,500 2-3 LANES PER DIRECTION (3 lanes near LA River) SIGNAL - SOTO /SIERRA PINES / DOWNEY AT SOTO /SIERRA PINES / DOWNEY FEW 1 FEW YES (HEAVY) YES MANY AREAS OF RED CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.85 VERTICAL CURVE SLIGHT UP -DOWNHILL GRADE AT CREEKNVASH HORIZONTAL CURVE SLIGHT CURVE (at Soto 8 Downey) LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER 2 WAY LEFT TURN /RAISED MEDIAN ISLAND (small section) ADJACENT LAND USE INDUSTRIAL /BUSINESS RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph is within 0.2 mph of 85th percentile speed and meets GVC standartls. File: Bandini 201415 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI BANDINt BOULEVARD DATE: 4/17/2014 TIMF- 11.9n eM _ 11-5� enn SOTO STREET TO DOWNEY ROAD SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERC NT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 x 52 x 51 x 50 x 49 x � x 47 x 46 x 45 x 44 x 43 x 42 x 41 x 40 x 39 x 38 x 37 36 x 35 x 34 x 33 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21x 20 x 19x 18 X 17x 16x 15 x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 45 MPH 36 MPH 23.1 55.0 29.4 100.0 100.0% 100.0 100.0 100.0 99.4% 98.8 97.5 97.5 96.3 95.6 93.8 92.5% 90.6%a 87.5 84.4% }PACE - - -85PCT 76.9% }PACE 73.1 % }PACE 65.0% }PACE 57.5% }PACE 55.0% }PACE 50.0% }PACE ----MEAN 44.4 % }PACE 40.0 % }PACE 35.6% }PACE 29.4% 21.9 18.8% 16.3 % 14.4% ---15PCT 10.6 6.3% 3.8 2.5 1.3 0.6% 0.0% 0.0% 0.0% 0.0 0.0% 0.0% 0.0 0.0 0.0% 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 452 MPH 39.0 MPH 31.3 MPH Bendini 20t4-15 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI BOU 20 4RD AD NCH PLACE DATE!NI SURVEY BY: COBUEND A TIME: 10:40 AM - 11:15 AM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY SSth PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER WEST OF BONNIE BEACH 4/17/2014 46.4 MPH 36 - 45 MPH 56.1 45 MPH 24 2 7 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.09 ACCIDENTS PER MVM (SPEED RELATED ONLYI 26,950 2 LANES PER DIRECTION SIGNAL - DOWNEY /BONNIE BEACH AT DOWNEY /BONNIE BEACH FEW !FEW YES (HEAVY) YES MANY AREAS OF RED AND GREEN CURB AREAS OF NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 1.17 VERTICAL CURVE NONE HORIZONTAL CURVE SLIGHT CURVE (at Downey) LATERAL VISIBILITY GOOD ', ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER 2 WAY LEFT TURN CENTERLANE ADJACENT LAND USE INDUSTRIAL /BUSINESS / RxR arallel RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph is within 1.4 mph of 85th percentile speed and meets CVC stantlartl5. File: Bantlini 201416 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DANDIN�BO 014VARD TIME: 10�40 AM - 11-15 AM DOWNEY ROAD TO BONNIE BEACH PLACE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 x 51 x 50 x 49 x 48 x 47 x 46 x 45 x � x 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21x 20 x 19 x 18 x 17 x 16 x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 45 MPH 36 MPH 19.8 56.1 24.1 100.0% 100.0 100.0 100.0% 100.0% 100.0 99.5 98.9 97.3% 96.3% 94.1 90.9 88.8 872 83.4% - - $5PCT 80.2% }PACE 77.0% }PACE 70.6 % }PACE 62.0% }PACE 55.6% }PACE 48.1% }pACE�---MEAN 42.2% }PACE 37.4% }PACE 32.1 % }PACE 28.3% }PACE 24.1 21.9 19.3 16.0 13.4% ---15PCT 12.3 10.2 8.6 7.0 3.7 3.2% 2.1 1.6% 1.6 1.1 0.5 0.0 0.0 0.0 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 46.4 MPH 40.3 MPH 31.6 MPH Barxlini 2014t6 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI BOULEVARD CH ENNINGTON WAY DATE: SUY RVEY BY: BUENDIA TIME: 10:00 AM - 10:30 AM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER EAST OF SUNOL 4/17/2014 45.8 MPH 33 - 42 MPH 56.1 45 MPH 24 0 10 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) 38,700 2 LANES PER DIRECTION, 3 LANES (near 710 Fwy) SIGNAL - BONNIE BEACH / SUNOL 1710 FWY (SS) RAMP / ATLANTIC AT BONNIE BEACH / SUNOL / 710 FWY (SB) RAMP /ATLANTIC FEW / FEW YES (HEAVY) YES MANY AREAS OF RED CURB AREAS OF NO STOPPING AP ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.68 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES /YES (MANY) STREET LIGHTING YES OTHER 2 WAY LEFTTURN CENTERLANE / RAISED MEDIAN ISLAND ADJACENT LAND USE INDUSTRIAL / BUSINESS / 710 FWY RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE The recommended 45 mph is within 0.8 mph of 85th percentile speed and meets CVC standards. File: Bandini 201417 RADAR SPEED DISTRIBUTION SHEET /� CITY OF VERNON HCI DATE: 4B0z BOULEVARD TIME: 10:00 AM - 10:30 AM BONNIE BEACH PLACE TO PENNINGTON WAY SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 x 49 x 48 X 47 X 46 x 45 x 44 X 43 x 42 X 41 x 40 X 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 X 29 x 28 X 27 X 26 x 25 x 24 X 23 x 22 X 21 x 20 x 19x 18X 17X 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 42 MPH 33 MPH 27.5 % 56.1 % 16.4 % 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 99.5% 99.5% 98.4% 96.8% 95.2% 94.2% 89.9% 86.2% 81.0% ---85PCT 77.2% 74.6% 72.5% }PACE 68.3% }PACE 60.8% }PACE 55.1% }PACE 48.7% }PACE ---MEAN 45.0% }PACE 41.8% }PACE 35.4% }PACE 28.6% }PACE 20.6% }PACE 16.4% 14.3% ---15PCT 13.2% 8.5% 7.4% 5.3% 3.7% 2.6% 1.6% 1.1% 1.1% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 45.8 MPH 38.2 MPH 31.3 MPH Bandini 2014-17 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI DATE: AVENUE4/2014 SURVEY Y:ERNON C. BU NDNIAS BOE 10 ULEVARD TIME: 10:45 AM - 11:30 AM CHECKED BY: JERRY STOCK JAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT SOUTH OF 44TH ST 4/142014 32.0 MPH 24 .33 MPH 71.1 % 30 MPH NO. OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 0 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) �jCH�SH><il�: AVERAGE DAILY TRAFFIC 12,900 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL - LEONIS, STOP - VERNON / 44TH CROSSWALKS ATLEONIS/VERNON /44TH PEDESTRIAN/BICYCLES FEW / NO TRUCK TRAFFIC YES (HEAVY) ON -STREET PARKING NO OTHER AREAS OF NO STOPPING ANYTIME / MANY AREAS OF RED CURB BUS STOPS DWAY FACTORS LENGTH OF SEGMENT (MILES) 0.37 VERTICAL CURVE NONE (dip at 44th) HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR -POOR SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE INDUSTRIAL SPEED LIMIT JUSTIFICATION: The recommended 30 mph is within 2.0 mph of SSth percentile speed and meets CVG standams. File: Gayle 201478 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON H�1 DAOTE:E 4 4/2014 SURVEY gYVENUE TO LCO U'ENDOAULEVARD TIME- 1!1-dS DM - '11 �3f1 AM CHECKED BY. JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 x 34 x 33 x 32 x 31 30 x 2g x 2g x 27 x 26 x 25 x 24 x 23 x 22 21 x 20 x 19 x 18 x 17 x 16 x 15 x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 33 MPH 24 MPH 8.1 71.1 20.8 100.0% 100.0% 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0% 100.0% 100.0% 100.0°h 100.0 100.0% 100.0% 100.0 100.0 100.0 % 100.0% 98.7% 98.7% 97.3% 94.0 91.9% }PACE 85.2 % }PACE 78.5% }PACE---85PCT 72.5% }PACE 63.1% }PACE 53.0% }PACE 44.3% }PACE ---MEAN 36.9% }PACE 32.2% }PACE 24.2 % }PACE 20.8 18.1 16.1 13.4% ---15PCT 9.4 8.1 5.4 4.7 2.7 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 32.0 MPH 27.7 MPH 20.6 MPH B°N° 201418 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HC�BOYLE AVENUE LEONIS BOULEVARD TO SLAUSON AVENUE (.,l DATE: 4/14/2014 SURVEY BY: C. BUENDIA TIME: 12:15 PM - 12:45 PM CHECKED BY: JERRY STOCK JAIUNG SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT DENT HISTORY NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE °FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIANBICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER ROADWAY FACTORS LENGTH OF SEGMENT (MILES) VERTICAL CURVE HORIZONTAL CURVE LATERAL VISIBILITY ROAD CONDITIONS SIDEWALKS/DRIVEWAYS STREET LIGHTING OTHER LIMIT LIMIT CHANGE NORTH OF SLAUSON 4/14/2014 39.4 MPH 31 - 40 MPH 76.8 35 MPH 24 1 7 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.12 ACCIDENTS PER MVM (SPEED RELATED ONLYZ 14,650 2 LANES PER DIRECTION SIGNAL - LEONIS / FRUITLAND / SLAUSON AT LEONIS / FRUITLAND / SLAUSON FEW/NO YES (HEAVY) LIMITED MANY AREAS OF NO STOPPING ANYTIME w/TIME RESTRICTIONS 0.75 NONE NONE GOOD POOR YES YES YES SOLID DBL YELLOW CENTERLINE RxR XINGS 35 MPH �L The recommended 35 mph is wahin a.a mpn of ssm percentile speed and meets Gvc standards. File: Boyle 201419 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI TO AVENUE BOULEVARD BUENDIOA pAOTE:E 4 14 2014 SURNVEY TIAAF• 17•iS PEA - i7•dri PM c:HFCKED 6Y= JERRY STOCK --- CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 X 28 x 27 x 26 x 25 x 24 X 23 x 22 x 21x 20 x 19 x 18 x 17x 16 x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 40 MPH 31 MPH 10.6 76.8 12.6 100.0% 100.0 100.0 100.0 100.0 100.0% 100.0 100.0 100.0 100.0% 100.0 100.0 100.0% 100.0 100.0 100.0% 98.7 98.0 96.7 94.0 89.4 % }pACE 81.5 % }PACE - - -85PCT 76.2 % }PACE 68.2% }PACE 60.9 % }pACE 50.3% }pACE 40.4% }PACE ---MEAN 33.1 % }PACE 27.8% }PACE 21.2% }PACE 12.6% - - -15PCT 6.0% 5.3 2.6% 1.3 0.7% 0.0% 0.0% 0.0% 0.0% 0.0 0.0 0.0 0.0 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 39.4 MPH 35.0 MPH 30.3 MPH ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI BDO�E A 4E QUZ 14 SURVEO BYVEN C. BUEND AOLPH STREET TIME: 11:30 AM - 12:00 PM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY SSth PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT NO.OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE rFIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIANIBICYCLES TRUCK TRAFFIC ONSTREET PARKING OTHER NORTHBOUND ONLY NORTH OF RANDOLPH 4/1412014 37.4 MPH 29 - 38 MPH 74.7 35 MPH ! 25` 24 1 1 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.16 ACCIDENTS PER MVM (SPEED RELATED ONLY) 24,350 2 LANES PER DIRECTION SIGNAL-SLAUSON/RANDOLPH AT SLAUSON ! RANDOLPH (sch) YES/FEW YES YES AREAS OF RED CURB NO STOPPING ANYTI� ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.36 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YESlYES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL /BUSINESS ✓COMMERCIAL 1 SCHOOL at Randol h RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The feCOmmehtletl 35 mph iS Wlthlh 2.4 mph of &51h percentile speed and meets CVC standards. (Northbound only) rne: Hoyle zuio-m RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON H�j DAOTE:E 4 14 2014 ii-4n AAA _ i7Tn DAA SLAUSON AVENUE TO RANDOLPH STREET SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21x 20 x 19 x 18 x 17 x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0% 100.0% 100.0% 100.0% 100.0% 100.0 100.0 100.0 100.0 100.0% 99.4 98.8% 98.1 % 94.4 89.5% 88.3% }PACE 82.7% }PACE - - -85PCT 77.2 % }PACE 71.0% }PACE 61.1% }PACE 50.6% }PACE 432% }PACE - - -MEAN 30.2 % }PACE 22.8 % }PACE 17.3 % }PACE 13.6% ---15PCT 12.3% 9.3% 4.9 0.6 0.6 0.0 0.0 0.0 0.0% 0.0 0.0 0.0% 0.0 38 MPH 29 MPH 85th PERCENTILE SPEED: 11.7 % MEDIAN SPEED: 74.7 % 15th PERCENTILE SPEED: 13.6 37.4 MPH 32.9 MPH 28.4 MPH aoNa zo�n-2° ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI DATE:ICT BOUT EYARD SUWNEYB OAD TO B OE DNa AVENUE TIME: 12:10 PM - 12:45 PM CHECKED BY: JERRY STOCK /AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT (DENT HISTORY NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE ACC./MILLION VEH. MILES =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIANBICYCLES TRUCK TRAFFIC ONSTREET PARKING OTHER EAST OF EVERETT 4/23/2014 42.5 MPH 32-41 MPH 64.8 40 MPH 24 3 6 1.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 028 ACCIDENTS PER MVM (SPEED RELATED ONLY) 22,300 2 LANES PER DIRECTION SIGNAL - DOWNEY / LOMA VISTA AT DOW NEY / LOMA VISTA FEW / NO YES (HEAVY) YES MANY AREAS OF RED CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.65 VERTICAL CURVE NONE HORIZONTAL CURVE VERY SLIGHT CURVE (at Downey) LATERAL VISIBILITY GOOD ROAD CONDffIONS FAIR SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER 2 WAY LEFT TURN CENTERLANE RxR XINGS ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 2.5 mph of 85th percentile speed and meets GVG standards. File: District 201421 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON .HCI DDI TTRI 4 2BOOU LEVARD TIME: 12:10 PM - 12:45 PM DOWNEY ROAD TO CORONA AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 x 45 x 44 x 43 x 42 x 41 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 X 19x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 41 MPH 32 MPH 20.8 % 64.8 % 14.5 % 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 99.4% 98.7% 98.1 % 96.9% 95.0% 91.2% 88.1 % 81.8% 79.2% 68.6% 64.2% 61.6% 54.7% 45.9% 37.7% 30.8% 27.0% 22.0% 14.5% 11.3% 10.1% 7.5% 6.3% 4.4% 3.8% 1.3% 0.6% 0.6% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: - - -85PCT )PACE }PACE }PACE }PACE )PACE )PACE - - - -MEAN )PACE }PACE )PACE )PACE ---15PCT 42.5 MPH 36.5 MPH 31.1 MPH District 2014-21 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON �r DISTRICT BOULEVARD CORONA AVENUE TO ATLANTIC BOULEVARD (Cl DATE: 4/23/2014 SURVEY BY: C. BUENDIA TIME: 11:30 AM - 12:00 PM CHECKED BY: JERRY STOCK JAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT [DENT HISTORY NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER EAST OF 50TH ST 4123/2014 41.9 MPH 33 - 42 MPH 63.7 % 40 MPH 25 MPH (advisory at bend 24 3 18 1.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.19 ACCIDENTS PER MVM (SPEED RELATED ONLY 30,000 2 LANES PER DIRECTION SIGNAL - ATLANTIC AT ATLANTIC FEW I NO YES (HEAVY) YES MANY AREAS OF RED CURB I AREAS OF NO PARKING ANYTIME BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.71 VERTICAL CURVE NONE HORIZONTAL CURVE NONE (except slight bend at Corona) LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES 1 YES STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND SEVERAL RxR XINGS ADJACENT LAND USE INDUSTRIAL 1 BUSINESS RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 1.9 mph of 85th percentile speed and meets CVG standards. File: District 2014-22 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCIDISTRICT DATE: 4 23/22014EVARD TIMF• 11•RO AM - 19.00 PM CORONA AVENUE TO ATLANTIC BOULEVARD SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMUTATIVE PERCENT 20 40 60 80 100 153 52 51 50 49 48 47 46 x 45 x 44 X 43 x 42 x 41 40 x 39 X 38 x 37 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 X 19 x 18 x 17x 16 x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 42 MPH 33 MPH 14.3 % 63.7 % 22.0 % 100.0 100.0 % 100.0 % 100.0% 100.0 % 100.0 % 100.0 % 100.0 % 100.0% 100.0% 100.0 % 98.8% 98.2% 98.2% 97.6 % 97.0 % 96.4% 92.3 % 85.7 % }PACE 79.2% )PACE --- 85PCT 72.6 % }PACE 66.7% )PACE 63.7 % }PACE 58.9% }PACE 48.8% }PACE ----MEAN 43.5% }PACE 36.3% }PACE 29.8% }PACE 22.0% 17.9 % 14.9% - - -15PCT 11.9% 9.5 % 6.0 % 3.6 % 1.8% 1.8 % 1.2 % 1.2 % 0.6 0.0% 0.0 % 0.0 % 0.0 % 0.0% 0.0% 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 41.9 MPH 36.1 MPH 30.0 MPH District 20t422 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI DATE:ICT BOULOEVARD SURL VEEP BY OULEVARDN EAST CITY LIMITS TIME: 10:45 AM - 11:20 AM CHECKED BY: JERRY STOCK /AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT EAST OFATLANTIC (m'id-block) 4/23/2014 39.8 MPH 32-41 MPH 60.1 35 MPH 15 MPH (advisory at bend) NO.OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 1 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.31 ACCIDENTS PER MVM SPEED RELATED ONL °FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIANIBICYCLES TRUCK TRAFFIC ONSTREE7 PARKING OTHER 5,600 1 LANE PER DIRECTION SIGNAL -ATLANTIC AT ATLANTIC (sch) FEW / NO YES (HEAVY) YES AREAS OF NO STOPPING ANYTIME PEDESTRIAN USE 6 ft PLATFORM Y ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.79 VERTICAL CURVE NONE HORI20NTAL CURVE SLIGHT CURVE AND BEND AT ATLANTIC LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRNEWAYS NO /YES (SB) - NO / NO (NB) STREET LIGHTING YES OTHER NO SHOULDER FAST SIDE RxR XING !SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL / LA RIVER RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommentletl 35 mph is within 4.8 mph of 85th percentile speetl antl meets CVC standards. rne: D�smotzotazzs RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATERI 4 23O014EVARD rwc- �n-AG AAA _ 19-9n AAA ATLANTIC BOULEVARD TO EAST CITY LIMITS SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 x 44 x 43 x 42 x 41 x 40 x 39 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 X 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 41 MPH 32 MPH 10.1 60.1 29.7 100.0% 100.0 % 100.0 100.0 100.0 100.0 100.0 100.0 100.0% 100.0 100.0 99.3% 99.3 98.6 98.6 98.0 96.6°� 95.3 93.2% 89.9 % }PACE 86.5% }PACE 79.7% }PACE---85PCT 73.6% }PACE 66.9 % }PACE 60.8% }PACE 51.4% }PACE 45.3% }PACE - - - -MEAN 40.5% }PACE 35.8 % }PACE 29.7 27.7 20.9 16.9 13.5% ---15PCT 9.5 7.4 4.1 3.4% 2.0% 2.0 1.4 0.7 0.7 0.0% 0.0 0.0 SSth PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 39.8 MPH 34.8 MPH 27.4 MPH District 20t4-23 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON � ENEY4/2>� ON BOUBEV TO VERNON AVENUE DD HCI 14 SURVEY g TIME: 10:30 AM - 11:00 AM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT SOUTH OF BANDINI 4/28/2014 37.9 MPH 30 - 39 MPH 68.5 35 MPH NO.OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 1 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.07 ACCIDENTS PER MVM (SPEED RELATED ONLY) =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIANBICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER LENGTH OF SEGMENT (MILES) VERTICAL CURVE HORIZONTAL CURVE LATERAL VISIBILITY ROAD CONDITIONS SIDEWALKSlDRNEWAYS STREET LIGHTING OTHER 31,650 2 LANES PER DIRECTION SIGNAL - WASHINGTON / VERNON / BANDINI AT WASHINGTON / VERNON / BANDINI YES /FEW YES (HEAVY) NO NO STOPPING ANYTIME 0.60 MODERATE UP -DOWNHILL GRADE (under 26th St bridge) MODERATE'S' CURVE (north of Bandini) LIMITED SIGHT DISTANCE POOR YES /FEW (SB) -YES / NO (NB) YES RAISED MEDIfW ISLAND MANY AREAS OF NO SHOULDERS ADJACENT LAND USE INDUSTRIAL JUSTIFICATION: The recommended 35 mph is wtthtn 2.9 mph of 85th percermle Speed and meets CVC Standal'dS. File: Downey 2014-24 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DDO ENE4 $GOAD r���r� �n•�n e�� _ ��•nn eM WASHINGTON BOULEVARD TO VERNON AVENI SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19 x 18x 17x 16 x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 39 MPH 30 MPH 10.5 fi8.5 21.0 100.0 100.0% 100.0 100.0% 100.0 100.0 100.0 100.0 100.0 100.0% 100.0% 100.0% 100.0% 100.0 99.3% 99.3 98.6 97.2% 95.8 94.4 93.7% 89.5 % }PACE 85.3 % }PACE 80.4% }PACE---85PCT 76.2 % }PACE 69.2% }PACE 58.0 % }PACE 46.9% }PACE ----MEAN 40.6 % }PACE 35.0 % }PACE 28.0% }PACE 21.0 17.5 16.1 14.7% ---15PCT 11.9% 8.4% 5.6 5.6 4.9 4.2% 2.1 0.0 0.0% 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 37.9 MPH 33.3 MPH 26.2 MPH o°w.�°y iota-za ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI DATE: 4/28//22014 SURVEY BY: BY: C. BUEND AE TO LAND AVENUE TIME: 11:00 AM - 11:30 AM CHECKED BY: JERRY STOCK /AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT (DENT HISTORY NORTH OF EXCHANGE 4/28/2014 38.5 MPH 27 - 36 MPH 64.5 % 35 MPH NO.OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 2 TOTALACCIDENTS 6 ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.17 ACCIDENTS PER MVM (SPEED RELATED ONLY) =FIC FACTORS AVERAGE DAILY TRAFFIC 25,350 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - VERNON / DISTRIC / LEONIS / FRUITLAND CROSSWALKS AT VERNON / DISTRIC / LEONIS / FRUITLAND PEDESTRIAN/BICYCLES YES / FEW TRUCK TRAFFIC YES (HEAVY) ON -STREET PARKING PARTIAL OTHER NO STOPPING ANYTIME DWAY FACTORS LENGTH OF SEGMENT (MILES) 0.62 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SfDEWALKS/DRIVEWAYS NO / YES (NB) - YES / YES (SB) STREET LIGHTING YES OTHER SOLID DBL YELLOW AND PAINTED ISLAND NO SHOULDERS / RXR XINGS LAND USE JUSTIFICATION: File: The recommended 35 mph is within 3.5 mph of 85th percentile speed and meets CVC standards. Downey 2014-25 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DOWNEY ROAD DATE: 4/28I2014 TIME- � �-O(1 AM - '11 Bf1 AM VERNON AVENUE TO FRUITLAND AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 x! 49 x 48 x 47 x 46 x 45 x 44 x 43 x q2 x 41 x 40 x 39 x 38 x 37 36 x 35 x 34 x 33 x 32 x 31 30 x 29 x 28 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19 x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 36 MPH 27 MPH 24.3 64.5 11.2 100.0% 100.0% 100.0 100.0 100.0 100.0% 1100.0% 100.0 i 100.0% 1ao.o% 100.0 100.0 100.0% 100.0 99.3 98.7 98.7% 98.0% 96.7 94.1 91.4% 86.8% 82.9% ---85PCT 78.9% 75.7% }PACE 67.8% }PACE 61.2% }PACE 54.6 % }PACE 46.1% }PACE ----MEAN 39.5 % }PACE 30.9% }PACE 25.0% }PACE 19.1% }PACE 17.1% }PACE 11.2% - - -15PCT 10.5% 7.9 5.3 3.9 2.6% 1.3 1.3 0.0% 0.0% 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 38.5 MPH 32.5 MPH 26.6 MPH okay zo�azs ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON ll �l DATEN� 4/2>3� 14 SU �y gD AVE CUB E SLAUSON AVENUE TIME: 11:40 AM - 12:00 PM CHECKED BY: JERRY STOCK /AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT (DENT HISTORY SOUTNBOUND ONLY SOUTH OF FRUITLAND 4/2812014 39.9 MPH 32-41 MPH 74.4 35 MPH NO. OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 0 TOTAL ACCIDENTS 4 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) arr rMILuoN vEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) =FIC FACTORS AVERAGE DAILY TRAFFIC 12,900 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL - FRUITLAND / SLAUSON CROSSWALKS AT FRUITLAND / SLAUSON PEDESTRIAN/BICYCLES FEW/NO TRUCK TRAFFIC YES (HEAVY) ON -STREET PARKING NO OTHER NO STOPPING ANYTIME DWAY FACTORS LENGTH OF SEGMENT (MILES) 0.52 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES /YES (SB) - NO / NO (NB) STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 4.9 mph of 85th percentile speed and meets CVC shandards. File: Dowrrey 201426 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DOWNEY ROAD DATE: 4/28/2014 TI\AC- 19•An ARA _ 1q,nn PKA FRUITLAND AVENUETO SLAUSON AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 x 42 x 41 x 40 x 39 38 x 37 x 36 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x UPPER LIMIT 10 MPH PACE: 1.1 1.1 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 39.9 MPH 34.7 MPH 30.5 MPH o�ay zo�a2s HCI ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON FRUITLAND AVENUE SANTA FE AVENUE TO SOTO STREET DATE: 4/14/2014 TIME: 1:00 PM /AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT SURVEY BY: C. BUENDIA 1:30 PM CHECKED BY: JERRY STOCK EAST OF PACIFIC 4/14/2014 36.2 MPH 26 - 35 MPH 76.6 35 MPH NO. OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 2 TOTAL ACCIDENTS 6 ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.41 ACCIDENTS PER MVM SPEED RELATED ONLY =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER 11,000 1 LANE PER DIRECTION SIGNAL -SANTE FE /PACIFIC / SOTO AT SANTE FE /PACIFIC / SOTO YES/FEW YES (HEAVY) PARTIAL MANY AREAS OF RED CURB MANY AREAS OF NO STOPPING ANY ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.61 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES /YES (MANY) STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE RxR XINGS ADJACENT LAND USE INDUSTRIAL /BUSINESS RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE The recommended 35 mph is within 1.2 mph of 85th percentile speed and meets CVC standards. File: Fruitland 2014-27 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATETLAND/214NUE TI�AF� 1�llfl PEA 1�'tn PM SANTA FE AVENUE TO SOTO STREET SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 59 x 58 x 57 x 56 x 55 x 54 x 53 x 52 x 51 x 50 x 49 x 48 x 47 x 46 x 45 x 44 x 43 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 35 MPH 26 MPH 17.7 76.6 5.7 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0% 100.0% 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.4 98.7 96.8 91.8 88.0 84.2 % - - -85PCT 82.3 % }PACE 77.8 % }PACE 69.0 % }PACE 61.4 % }PACE 54.4 % }PACE 44.3% }PACE - - -MEAN 31.6 % }PACE 22.2 % }PACE 15.2% }PACE 10.1 % }PACE - - -15PCT 5.7 1.9 1.3 0.6% 0.0 0.0 0.0 0.0 0.0 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 36.2 MPH 30.6 MPH 27.0 MPH Fruitland 20'14-2] ENGINEERING ANQ TRAFFIC SURVEY CITY OF VERNON jl �� DATE:�4 4/ ON4 E SURVEY BY:� TO DBUEND AROAD TIME: 1:30 PM - 2:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY SSth PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT (DENT HISTORY NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE FFIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER WEST OF BOYLE 4/14/2014 35.8 MPH 26 - 35 MPH 73.8 35 MPH 24 1 7 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 8,650 1 LANE PER DIRECTION SIGNAL-SOTO/60YLE/ALCOAlDOWNEY AT SOTO / BOriE / ALCOA ! DOWNEY YES /FEW YES (HEAVY) YES MANY AREAS OF RED AND GREEN CURB AREAS OF NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.85 ��, �' VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER SINGLE DASHED AND SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE INDUSTRIAL /BUSINESS 1 RESIDENTIAL few RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE 'IFICATION: The recommended 35 mph is witltin 0.8 mph of 85th percentile speed antl meets CVC standards. File: Fruitland 201426 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCIFRUITAND DATE: 4/14 A014NUE TIMF• 1.3n PM - 9•n0 PM SOTO STREET TO DOWNEY ROAD SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 x 41 x 40 X 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 26 x 25 X 24 x 23 x 22 x 21 x 20 x 19 x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: 35 MPH 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 1 ao.0% 100.0% 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 99.4 % 98.2 % 97.0 % 95.1 % 92.7 % 90.2 % 87.8% 87.2% 85A% 83.5% }PACE---85PCT 73.8% }PACE 67.7% }PACE 55.5% }PACE 47.6% )PACE ----MEAN 37.8% }PACE 30.5 % }PACE 25.6 % }PACE 18.9 % }PACE 12.8% }PACE---15PCT 9.8 % 7.3 % 4.9 % 3.0 % 1.8 0.6 % 0.0% 0.0 % 0.0 % 0.0 % 0.0% 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 35.8 MPH 31.3 MPH 26.4 MPH FfuiBantl 201428 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI pATE:�g14 201'4 E SURVEY BYO C. BUENDIA AVENUE TIME: 2:15 PM - 2:45 PM CHECKED BY: JERRY STOCK JAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT EAST OF EVERETTE 4/14/2014 30.0 MPH 20 - 29 MPH 67.5 25 MPH btwn NO.OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 1 TOTAL ACCIDENTS 3 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.34 ACCIDENTS PER MVM (SPEED RELATED ONLY) AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIANlBICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER 6,000 1 LANE PER DIRECTION SIGNAL - DOWNEY, STOP - LOMA VISTA /CORONA AT DOWNEY FEW / NO YES (HEAVY) YES AREAS OF RED AND GREEN CURB AREAS OF NO PARKING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.68 VERTICAL CURVE NONE HORIZONTAL CURVE NONE (bend near Carmelite +Corona) LATERAL VISIBILITY LIMITED SIGHT DISTANCE (at Cannelita +Corona) ROAD CONDffIONS FAIR SIDEWALKS/DRIVEWAYS YES /YES (MANY) STREET LIGHTING YES OTHER SINGLE DASHED AND SOLID DBL YELLOW CENTERLINES RxFt XINGS ADJACENT LAND USE INDUSTRIAL /BUSINESS RECOMMENDED SPEED LIMIT 25 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: This section of Fruitland Avenue is a two lane roadway. The Adjacent land uses are industrial and business. The speed study resulted with an 85th percentile speed of 30.0 mph and a 10 mph pace range of 20 to 29 mph. Field notes state that the roadway has gradual horizontal bends at Carmelite Avenue and Corona Avenue and several blind driveways. The sight distance is limited at these curves and driveways. With those factors, it is recommended that the existing 25 mph speed limit Fle: Fruitland 201429 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE: L 4ND z 14NUE TIME• T45 PM - TdF PM DOWNEY ROAD TO CORONA AVENUE SURVEY BY: C. BUENDIA rHFCKFD eY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 x 33 x 32 x 31 x 30 x 29 2g x 27 x 26 X 25 x 24 x 23 x 22 x 21 x 20 19 x 18 x 17 x 16 x 15 x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE; PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 29 MPH 20 MPH 20.5 67.5 12.0 100.0% 100.0 100.0 100.0 100.0 100.0 % 100.0 100.0% 100.0 100.0 100.0 100.0 100.0% 100.0 % 100.0 100.0% 100.0 100.0 100.0% 100.0 100.0 100.0 100.0% 100.0 99.4% 98.2 96.4 94.0 92.8 87.3 84.9% -- 85PCT 79.5% }PACE 75.3% }PACE 68.1 % }PACE 60.8% }PACE 54.8 % }PACE 49.4% }PACE - - -MEAN 38.0 % }PACE 31.9 % }PACE 27.7% }PACE 19.9% }PACE 12.0% ---15PCT 9.0 6.6 4.8% 3.6 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 30.0 MPH 24.1 MPH 19.4 MPH F�,i°a�d zo�az° ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON FRUITLAND AVENUE CORONA AVENUE TO DISTRICT BOULEVARD HCI DATE: 4/14/2014 SURVEY BY: C. BUENDIA TIME: 3:00 PM - 3:30 PM CHECKED BY: JERRY STOCK LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT (DENT HISTORY NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER EAST OF GIFFORD 4/14/2014 34.5 MPH 26 - 35 MPH 69.8 30 MPH 24 1 5 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.75 ACCIDENTS PER MVM (SPEED RELATED ONLY) 3,200 1 LANE PER DIRECTION STOP - DISTRICT / CUDAHAY / GIFFORD / CORONA ONE NO/NO YES NO (EB) / YES (WB) NO STOPPING ANYTIME 10pm-2am ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.57 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS NO / NO (EB) - YES / YES (WB) STREET LIGHTING YES OTHER NARROW ROADWAY / NO SHOULDERS (EB) SINGLE DASHED CENTERLINE ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 4.5 mph of 85m percentile speed antl meets CVG stantlartls. File: Fruitland 2014-30 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE: L 4ND AOV4NUE TIME- 3-l1f1 PM - 3-3f1 PM CORONA AVENUE TO DISTRICT BOULEVARD SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 29 x 28 x 27 x 26 x 25 24 x 23 x 22 x 21 x 20 x 19 x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 35 MPH 26 MPH 12.1 69.8 18.1 100.0 100.0 100.0% 100.0 100.0% 100.0 100.0 100.0 100.0 100.0% 100.0 100.0 100.0 100.0% 100.0 100.0 100.0 100.0 99.3 98.7 98.0 96.0 94.0 93.3% 90.6% g7.g% }PACE 81.9 % }PACE - - -85PCT 77.2 % }PACE 72.5% }PACE 63.1 % }PACE 58.4% }PACE 45.6% }PACE ---MEAN 36.9% }PACE 26.2% }PACE 21.5 % }PACE 18.1 12.8% ---15PCT 10.1 7.4 5.4% 3.4% 2.0% 1.3 1.3 0.7 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 34.5 MPH 29.3 MPH 24.4 MPH Fruitland 20t4� ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI DAOEIs 6023/ O,aD SURVEY BYULE C BUENDIAYLE AVENUE TIME: 1:55 PM - 2:30 PM CHECKED BY: JERRY STOCK JAILING SPEED DATA LOCATION OF SURVEY EAST OF SOTO DATE OF SURVEY 4/2312014 85th PERCENTILE 40.9 MPH 10 MPH PACE 32 - 41 MPH PERCENT IN PACE 64.6 POSTED SPEED LIMIT 40 MPH (DENT HISTORY NO.OF MONTHS OBSERVED 24 SPEE0.RELATEDACCIDENTS 2 TOTAL ACCIDENTS 7 ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 12,700 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL -PACIFIC / SOTO / BOYIE CROSSWALKS AT PACIFIC / SOTO / BOYLE PEDESTRIAN/BICYCLES YES / NO TRUCK TRAFFIC YES (HEAVY) ON -STREET PARKING YES OTHER AREAS OF RED AND GREEN CURB AREAS OF NO PARKING ANYTIME / BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.69 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE RxR XING ADJACENT LAND USE INDUSTRIAL /BUSINESS RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 0.9 mph of 85th percentile speed and meets CVC standards. File: Leonis 207431 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI LDAOE IS BO ZLOE4 ARD TIMF- 1-55 PM - 2:30 PM PACIFIC BOULEVARD TO BOYLE AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 x 46 x 45 x 44 x 43 x 42 x 41 x 40 x 39 x 38 x 37 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21x 20 x 19 x 18x 17x 16x 15 x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 41 MPH 32 MPH 14.6 64.6 20.7 100.0 100.0 100.0% 100.0% 100.0 100.0% 100.0 100.0 100.0% 100.0 100.0 100.0 98.8 97.6% 97.0% 95.7 92.7 89.0 % 86.6 85.4% }PACE 80.5 % }PACE - - -85PCT 74.4% }PACE 67.7 % }PACE 59.1% }PACE 52.4% }PACE 45.1% }PACE ---MEAN 37.8% }PACE 31.7 % }PACE 26.2% }PACE 20.7 17.7 13.4% - - -15PCT 8.5 6.7% 6.1 6.1 3.0 1.2 1.2 0.6 0.6 0.0 0.0 0.0 0.0% 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 40.9 MPH 35.7 MPH 29.4 MPH Laonis 207437 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI pq,-E'S B �3/��D SURVEY gyNUE C. BUENO AY ROAD TIME: 1:15 PM - 1:45 PM CHECKED BY: JERRY STOCK NAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT NO.OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE ACC./MILLION VEH. MILES FFIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIANBICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER EAST OF BOYLE 4/23/2014 40.8 MPH 30 - 39 MPH 64.6 40 MPH 24 2 7 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.35 ACCIDENTS PER MVM fSPEFO RFI arFn nw vi 16,400 2 LANES PER DIRECTION SIGNAL-BOYLE/DOWNEY/ALCOA AT BOYLE / DOW NEY / ALCOA YES/NO YES (HEAVY) LIMITED AREAS OF RED AND GREEN CURBS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.48 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING yES OTHER SOLID DBL YELLOW CENTERLINE NO SHOULDERS ADJACENT LAND USE INDUSTRIAL /BUSINESS RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 0.8 mph of 85th percentile speed and meets CVC standards. Fle: Leonis 2014-32 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON H�l DAOE IS BO�OE4 ARD TIME- 1.15 PM _ 9•d�. awe BOYLE AVENUE TO DOWNEY ROAD SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 x 45 x � x 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x x 35 x 34 x 33 x 32 x 31 x 30 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19 x 18 x 17x 16 x 15 x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 39 MPH 30 MPH 22.6 64.6 12.8 100.0% 100.0 100.0 100.0% 100.0 % 100.0% 100.0% 100.0 100.0% 100.0% 100.0 99.5% 98.5 97.4 95.4 95.4 92.3% 59.2 87.2% 86.2 81.5% - - -85PCT 77.4 % }PACE 72.8% }PACE 67.2% }PACE 57.9% }pgCE 48.7% }PACE ---MEAN 44.1 % }PACE 41.0% }PACE 31.8 % }PACE 24.6% }PACE 19.5 % }PACE 12.8% ---15PCT 10.3% 8.2% 7.2 5.1 3.6% 2.6 % 1.5% 1.0 0.5 0.0% 0.0 0.0 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 40.8 MPH 35.1 MPH 29.3 MPH �oor,is 2ota-az ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI PACIFIC BOULEVARD SANTA FE AVENUE TO SOUTH CITY LIMITS DATE: 5/1l2014 SURVEY BY: C. BUENDIA TIME: 2:30 PM - 3:00 PM CHECKED BY: JERRY STOCK /AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT SOUTH OF 49TH 5/1 /2014 42.0 MPH 32-41 MPH 71.1 40 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 1 TOTAL ACCIDENTS 15 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.10 ACCIDENTS PER MVM (SPEED RELATED ONLYI =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER 18,150 3 LANES PER DIRECTION SIGNAL -SANTE FE / LEONIS / FRUITLAND AT SANTE FE (sch) / LEONIS / FRUITLAND / 49TH / 46TH / 45 TH YES/FEW YES (HEAVY) YES AREAS OF RED AND GREEN CURB ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.78 VERTICAL CURVE NONE HORIZONTAL CURVE MODERATE -SWEEPING "C" CURVE (Btwn Sante Fe and 46th) LATERAL VISIBILITY LIMITED SIGHT DISTANCE ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/YES (MANY) STREET LIGHTING YES OTHER PAINTED MEDIAN ISLAND / 2 WAY LEFT TURN CENTERLANE RXR XINGS ADJACENT LAND USE INDUSTRIAL /COMMERCIAL RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 2.0 mph of 85th percentile speed and meets CVC standards. File: Pacifc 2014-33 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATEFIC BO 014VARD TIME 230 PM - 300 PM SANTA FE AVENUE TO SOUTH CITY LIMITS SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 59 x 58 x 57 x 56 x 55 x 54 x 53 x 52 51 x 50 x 49 x 48 x 47 x 46 x 45 x qq x 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 41 MPH 32 MPH 16.9 71.1 12.0 100.0% 100.0% 100.0 100.0°/ 100.0% 100.0% 100.0 100.0 100.0% 100.0 99.4 98.8 97.6% 97.0 95.8 93.4% 91.0% 88.0 84.9% - - -85PCT 83.1 % }PACE 78.3 % }PACE 71.7% }PACE 63.9 % }PACE 57.2 % }PACE 44.0% }PACE ---MEAN 36.7% }PACE 26.5°/ }PACE 19.9% }PACE I 15.7% }PACE 12.0% ---15PCT 9.0 6.0 5.4 3.6 3.0 2.4 1.8% 1.8% 1.8 1.2 0.6% 0.6 0-0 0.0 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 42.0 MPH 36.5 MPH 31.8 MPH Pack 20'14-33 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI pANE.'NG423/ 0114 suRVEY BY� TOC. BUEND AOULEVARD TIME: 2:45 PM - 3:30 PM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY SSth PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT NO.OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ONSTREET PARKING OTHER NORTH OF BANDINI 4/23/2014 35.4 MPH 27 - 36 MPH 56.2 NOT POSTED 30 MPH Advisory at 24 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 1.30 ACCIDENTS PER MVM (SPEED RELATED ONLYI 5,000 we need city to give us ADT for this segment 1 LANE PER DIRECTION SIGNAL - BANDINI AT BANDINI NOlNO YES (HEAW) NO NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.21 VERTICAL CURVE SLIGHT -GRADUAL UP AND DOWNHILL GRADES HORIZONTAL CURVE MODERATE "C' CURVE LATERAL VISIBILITY GOOD �� ROAD CONDITIONS GOOD SIDEWALKSlDRNEWAYS YES/FEW STREET LIGHTING YES OTHER 2 WAY LEFT TURN CENTERLANE PENNINGTON CURVES AND BECOMES 26TH ST ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE POST JUSTIFICATION: Pennington Way is two lane roadway. This is a newly developed roadway has no posted speed signs, moderate veNcal and horizontal curves and provides axess between Bandini Boulevard and 26th meet. With the 85tt1 percentile speed of 35.4 mph and a 10 mph pace range of 27 to 36 mph, @ is recommended that a 35 mph speed limit be posted for this roadway. File: Pennington 201434 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON PANE IN4 2 /2 WAY HCI 14 TIME: 2:45 PM - 3:30 PM 26TH STREET TO BANDINI BOULEVARD SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 UPPER LIMIT 10 MPH PACE: 100.0 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 23 x 22 x 21 x 20 x 19x 18x 17x 16x 15 x UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 27 MPH 11.9 % 56.2 % 32.0 % 100.0 % 100.0 % 100.0% 100.0% 100.0% 100.0 % 100.0% 100.0 % 100.0 % 100.0 % 100.0% 100.0 % 100.0 % 100.0 % 100.0 % 100.0% 99.5 % 99.0 % 99.0 % 97.9% 95.9 % 95.4% 93.3 % 88.1 % )PACE 83.0 % )PACE - - -85PCT 74.2 % }PACE 64.9 % }PACE 59.8% }PACE 55.2% }PACE 53.6% )PACE 49.5 % }PACE - - -MEAN 45.4 % }PACE 40.7% }PACE 32.0% 27.3% 19.6 % 11.9%---15PCT 7.7% 3.1 % 1.0% 0.5% 0.0 % 0.0 % 0.0% 0.0 % 85th PERCENTILE SPEED: MEDIAN SPEED: 15 h PERCENTILE SPEED: 35.4 85th PERCENTILE SPEED: MEDIAN SPEED: 15 h PERCENTILE SPEED: 35.4 MPH 29.1 MPH 23.4 MPH Pannington 201434 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI p�EE F 4 28/20 4 SURVEY BI Y LIMC B(UEND A 38 TH STREET TIME: 2:45 PM - 3:15 PM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT HISTORY NO.OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE FFIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIANBICYCLES TRUCK TRAFFIC ON3TREET PARKING OTHER SOUTH OF 25TH ST 4/28/2014 37.8 MPH 29 - 38 MPH 69.8 35 MPH 24 18 23 9.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 1.71 ACCIDENTS PER MVM (SPEED RELATED ONLYI 32,750 2 LANES PER DIRECTION SIGNAL-25THl26TH/27TH/28THl37TH/38TH AT 25TH / 26TH / 2TTH / 28TH / 37TH / 38TH YES/FEW YES (HEAVY) NO NO STOPPING ANYTIME NO SHOULDERS /BUS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.44 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES /YES (MANY) STREET LIGHTING YES OTHER MANY CROSS STREETS !DENSE TRAFFIC (near Santefe) SINGLE DASHED /SOLID DBL YELLOW ! 2 WAY LEFT TURN CENTERLANES ADJACENT LAND USE INDUSTRIAL /BUSINESS RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The 2mmmended 35 mph is within 2.8 mph of 85th percentile speed and meets CVC startCards. Fle: Sable Fe 201435 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI SANTE FE AVENUE DATE: 4/28/2014 TIME- Tdr. PAA _ 1•�a D\A NORTH CITY LIMITS (25th1 TO 38 TH STREET SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 x 41 x 40 x 39 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21x 20 x 19 x 18 x 17 x 16 x 15 x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 38 MPH 29 MPH 13.0 69.8 17.2 100.0% 100.0% 100.0 100.0% 100.0 100.0% 100.0 100.0% 100.0 � 100.0% 100.0 100.0% 100.0 100.0 100.0 100.0 99.4 98.2% 97.6 94.1 93.5 88.8% 87.0% }pgCE 78.1 % }pgCE - - -85PCT 70.4% }PACE 64.5% }PACE 50.9 % }PACE 42.6% }PACE ----MEAN 36.7 % }PACE 32.5 % }PACE 27.8 % }PACE 21.9 % }PACE 17.2% 14.8% ---15PCT 12.4% 10.1% 5.9 3.6 3.0 % 1.8% 0.0 0.0 0.0 0.0 0.0% 0.0% 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 37.8 MPH 33.9 MPH 27.1 MPH Sane Fa 2074-35 0 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI SANTE FE AVENUE 38 TH STREET TO FRUITLAND AVENUE DATE: 4/28/2014 SURVEY BY: C. BUENDIA TIME: 2:15 PM - 2:45 PM CHECKED BY: JERRY STOCK VAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT HISTORY NO.OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER SOUTH OF PACIFIC 4128/2014 38.4 MPH 31 - 40 MPH 73.6 % 35 MPH / 25 MPH* 24 37 4.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.36 ACCIDENTS PER MVM (SPEED RELATED ONLY) 37,600 2 LANES PER DIRECTION SIGNAL - FRUITLAND / 51 ST / 48TH I VERNON (N) / PACIFIC-VERNON (S) / 38TH AT FRUITLAND 148TH I VERNON (N) / PACIFIC-VERNON (S) / 38TH YES / FEW YES (HEAVY) NO NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.81 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES / YES (MANY) STREET LIGHTING YES OTHER MANY CROSS STREETS 2 WAY LEFT TURN CENTERLANE ADJACENT LAND USE BUSINESS / COMMERCIAL / SCHOOL / FIRE STATION ! CIVIC CENTER RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE The recommended 35 mph is within 3.4 mph of 85th percentile speed and meets CVC shantlards. File: Sarrte Fe 2014-36 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI E FE AVENUE STREET TO FRUI.B ND AENUE ©ATE:4 2812014SURVEY TIME: 2:15 PM - 2:45 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 34 x 33 x 32 x 31 x 30 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18x 17x 16x 15X UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 40 MPH 31 MPH 7.6 % 73.6 % 18.8 % 109.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 97.9% 95.8% 94.4% 92.4%O 86.8% 84.0% 75.7% 68.1 % 59.0% 47.9% 45.8% 34.7% 27.1 % 18.8% 16.7% 13.2% 7.6% 4.2% 4.2% 3.5% 3.5% 2.1 % 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: )PACE )PACE }PACE - - -85PCT }PACE )PACE WAGE }PACE - - - -MEAN )PACE }PACE }PACE - - -15PCT 38.4 MPH 34.2 MPH 28.5 MPH 3arne Fe 2014-36 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON Hvj D�EE F 4/28 20u4 SUR EIYBD AVE CUB TEO SDOA TH CITY LIMITS (S7th) TIME: 1:30 PM - 2:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT SOUTH OF 53rd 4/28l2014 39.0 MPH 31 -40 MPH 83.1 35 MPH NO.OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 0 TOTAL ACCIDENTS 5 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONL TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 27,750 LANE CONFIGURATION 2 LANES PER DIRECTION - TRAFFICCONTROLS SIGNAL-FRUITLANDlSSTH CROSSWALKS AT FRUITLAND / SSTH / 52ND PEDESTRIANBICYCLES YES /FEW TRUCK TRAFFIC YES (HEAVY) ONSTREET PARKING NO OTHER NO STOPPING ANYTIME NO SHOULDERS / MAJORITY OF SEGMENT HAS RED CURB LENGTH OF SEGMENT (MILES) VERTICAL CURVE HORIZONTAL CURVE LATERAL VISIBILITY ROAD CONDITIONS SIDEWALKSlDRNEWAYS STREET LIGHTING OTHER 0.35 NONE VERY SLIGHT CURVE (btwn 52nd-53rd) GOOD FAIR YES/YES (MANY) YES MANY CROSS STREETS 2 WAY LEFT TURN CENTERLANE ADJACENT LAND USE BUSINESS /COMMERCIAL! SCHOOL JUSTIFICATION: The remmmended 35 mph is within 4.0 mph of 85th percentile speed and meets CVC standards. File: Sable Fe 201437 CITY OF VERNON HCI SANTE FE AVENUE DATE: 4/28/2014 TIME t30 PM - 200 PM FRUITLAND AVENUE TO SOUTH CITY LIMITS (5i SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18 x 17 x 16x 15 x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 40 MPH 31 MPH 7.8 83.1 9.1 100.0% 100.0% 100.0% 100.0% 100.0 100.0 100.0 100.0 100.0 % 100.0 100.0% 100.0 100.0 100.0 99.4% 98.7% 98.7% 97.4 96.1% 94.8 92.2% }PACE 85.1 % }PACE 81.8% }PACE---85PCT 72.7% }PACE 62.3 % }PACE 53.2 % }pgCE 36.4% }PACE ---MEAN 27.9% }PACE 18.2 % }PACE 13.6% }PACE---15PCT 9.1 7.8 6.5 5.2% 4.5 1.9 1.9 1.9 1.3% 0.6 0.6 0.0% 0.0 0.0 0.0 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 39.0 MPH 34.8 MPH 31.3 MPH Sarrte FB 207437 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCITO DOWNEY DATE: 4 232014 SURVEY BY: C. BUEND A ROAD TIME: 10:00 AM - 10:30 AM CHECKED BY: JERRY STOCK NAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT (DENT HISTORY NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER WEST OF ALCOA 4(23/2014 38.7 MPH 31-40 MPH 71.7 % 35 MPH 24 13 23 6.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 1.09 ACCIDENTS PER MVM (SPEED RELATED ONLY) 34,100 2 LANES PER DIRECTION SIGNAL - DOWNEY / ALCOA / BOYLE AT DOWNEY / ALCOA / BOYLE YES/FEW YES(HEAVY) YES,(LIMITED) AREAS OF NO STOPPING ANYTIME AREAS OF RED CURB / BUS STOPS / ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0,48 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKSIDRIVEWAYS YES/YES(MANY) STREET LIGHTING YES OTHER PAINTED MEDIAN ISLAND / 2 WAY LEFT TURN CENTERLANE ADJACENT LAND USE INDUSTRIAL / BUSINESS / COMMERCIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is within 3.7 mph of 85th percentile speed and meets CVC standards. 01 File: Slauwn 2014J6 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATE:SO4 23/2014UE SURVEY BY:BOYLE AVENUETO DOC. BUE DIIA D TIME: 10:00 AM - 10:30 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 x 42 x 41 x 40 x 39 X 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x x x x x 120 X Xx xxX 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 40 MPH 31 MPH 7.6 % 71.7 % 20.7 % 100.0 10 100.0 % 100.0 % 00/0 100.0% 100.0% 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0% 100.0 % 99.3 % 99.3% 98.6 % 97.2 % 96.6 % 93.1 % 92.4% )PACE 86.2 % }PACE 82.1% )PACE---85PCT 75.2% }PACE 71.7 % }PACE 67.6% }PACE 57.9 % )PACE 49.0% }PACE ---MEAN 41.4% }PACE 29.7% )PACE 20.7 % 15.9 % 13.1% ---15PCT 8.3 % 4.8 % 4.8% 2.8% 2.1 % 1.4% 1.4% 0.0 0.0% 0.0 % 0.0% 0.0% 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 38.7 MPH 33.1 MPH 28.7 MPH Slauson 2019-38 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI DATE: sT 4/24 2014 SURVEY B'Y,:r L(MC. B(UEND A VERNON AVENUE TIME: 1:00 PM - 1:45 PM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY NORTH OF BANDINI DATE OF SURVEY 4/24/2014 85th PERCENTILE 38.5 MPH 10 MPH PACE 28 - 37 MPH PERCENT IN PACE 58.3 POSTED SPEED LIMIT 35 MPH NO.OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE ACCJMILLION VEH. MILES =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER ROADWAY FACTORS LENGTH OF SEGMENT (MILES) VERTICAL CURVE HORIZONTAL CURVE LATERAL VISIBILITY ROAD CONDITIONS SIDEWALKS/DRIVEWAYS STREET LIGHTING OTHER 24 14 36 7.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.80 ACCIDENTS PER MVM (SPEED RELATED ONLY) 39,300 2 LANES PER DIRECTION SIGNAL - 26th /FIRE STATION / BANDINI / 37th / FARMER JOHN ENTJ VERNON AT 26th /FIRE STATION / BANDINI / 37th / FARMER JOHN ENTJ VERNON YES/NO YES (HEAVY) NO NO STOPPING ANYTIME NO SHOULDERS ! MAJORITY OF SEGMENT IS RED CURB 0.61 NONE NONE GOOD POOR YES/YES YES 2 WAY LEFT TURN CENTERLANE ADJACENT LAND USE COMMERCIAL /INDUSTRIAL /FIRE STATION JUSTIFICATION: The recommended 35 mph is within 3.5 mph of 85th percentile speed and meets CVC standards. File: Soto 2014 3s RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON DATE: S412 EE HCI 4/2 14 TIME_ 1 00 PM - vAs PIW NORTH CITY LIMITS (26th) TO VERNON AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 x 42 x 41 x 40 x 39 x 38 x 37 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x UPPER LIMIT 10 MPH PACE: 3.6 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 38.5 MPH 31.8 MPH 26.0 MPH Soto 207a-3s ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI DATE: ST 4M7 2014 SURVEN BY ENU C BUEND q CITY L IMITS (57th) TIME: 1:45 PM - 2:15 PM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT HISTORY NO.OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIANBICYCLES TRUCK TRAFFIC ONSTREET PARKING OTHER SOUTH OF LEONIS 4/17I2014 37.9 MPH 27 - 36 MPH 67.1 35 MPH 23 3.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 029 ACCIDENTS PER MVM (SPEED RELATED ONLY) 33,700 2 LANES PER DIRECTION SIGNAL - VEERNON / LEONIS / FRUITLAND / 577H AT VEERNON / LEONIS / FRUITLAND /46TH / 54TH / 57iH YES/FEW YES (HEAVY) NO NO STOPPING ANYTIME NO SHOULDERS !BUS S ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.99 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD �. ROAD CONDITIONS FAIR SIDEWALKS/DRNEWAYS YES/YES STREET LIGHTING YES OTHER MANY CROSS STREETS / RXR XINGS 2 WAY LEFT TURN CENTERLANE ADJACENT LAND USE COMMERCIAL /INDUSTRIAL RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph is vrithin 2.9 mph of 85th percentile speed and meets CVG stantlartls. File: Soto 2014-40 CITY OF VERNON HCI pOT O 4/R7/2014 TIME- 'I•d5 PnA _ ��� PnA VERNON AVENUE TO SOUTH CITY L IMITS (57th SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18x 17 x 16 x 15 x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 36 MPH 27 MPH 23.7 67.1 9.2 100.0 100.0% 100.0 100.0 100.0 100.0 100.0 100.0% 100.0% 100.0% 100.0% 100.0% 100.0 100.0 100.0 100.0 % 100.0 98.7 97.4 95.4 91.4 87.5 85.5 80.9 76.3 66.4% }pgCE 55.3% }PACE 48.0 41.4 34.9 28.3 21.7 19.1% }pgCE 15.1% }PACE 9.2% ---15PCT 7.9% 3.9% 3.3 2.6 1.3 0.0 0.0 0.0 0.0 0.0 % 0.0% 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 37.9 MPH 33.3 MPH 27.0 MPH s°ro mio-oo ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI VERNON AVENUE ALAMEDA STREET TO SANTA FE AVENUE DATE: 4/17/2014 SURVEY BY: C. BUENDIA TIME: 2:40 PM - 3:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT DENT HISTORY NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE TRAFFIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ONSTREET PARKING OTHER WEST OF SANTE FE 4/17/2014 40.7 MPH 33 - 42 MPH 73.6 40 MPH / 25 MPH' 24 1 13 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.19 ACCIDENTS PER MVM (SPEED RELATED ONLY) 14,350 2 LANES PER DIRECTION SIGNAL - ALAMEDA / SANTE FE AT ALAMEDA / SANTE FE YES/FEW YES (HEAVY) YES AREAS OF NO STOPPING ANYTIME AREAS OF RED CURB / BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.50 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE NO SHOULDERS ADJACENT LAND USE INDUSTRIAL / BUSINESS RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 0.7 mph of 85th percentile speed and meets CVC standards. File: Vernon 2014-47 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON VERNON AVENUE HCI DATE: 4/17/2014 TIME: 2:40 PM - 3.15 PM ALAMEDA STREET TO SANTA FE AVENUE SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x UPPER LIMIT 10 MPH PACE: 100.0 59 x 58 x 57 x 56 x 55 x 54 x 53 x 52 x 51 x 50 x 49 x 48 x 47 x 46 X 45 x 44 x 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 X 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19x 18x 17x 16x 15x UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 33 MPH 10.1 %73.6 % 16.4 % 100.0% 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 99.4% 96.9% 95.0% 92.5 % 91.8 % 89.9 % }PACE 86.8% }PACE 81.1 % }PACE---85PCT 71.7 % }PACE 64.8 % }PACE 56.0 % }PACE 42.1 % )PACE ---- MEAN 34.0 % }PACE 26.4 % }PACE 18.9% }PACE 16.4 % 15.7 % 12.6%---15PCT 7.5% 5.0% 3.1 % 1.3 % 1.3% 1.3% 1.3% 0.6% 0.0 % 0.0% 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 40.7 MPH 36.6 MPH 30.8 MPH vemo� zo�a-a� 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 40.7 MPH 36.6 MPH 30.8 MPH vemo� zo�a-a� ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI DEAREON AVEN OE4 TIME: 2:00 PM PREVAILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT (DENT HISTORY NO. OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE ACC./MILLION VEH. MILES =FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIAN/BICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER - 2:30 PM WEST OF JEWEL 4/17/2014 34.4 MPH 24 - 33 MPH 63.4 30 MPH SANTA FE AVENUE TO SOTO STRET SURVEY BY: C. BUENDIA CHECKED BY: JERRYSTOCK 24 0 7 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) 9,100 2 LANES PER DIRECTION SIGNAL -SANTE FE / SOTO, STOP -SEVILLE AT SANTE FE / SOTO /SEVILLE YES/FEW YES (HEAVY) NO NO STOPPING ANYTIME NO SHOULDERS ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.80 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD -FAIR SIDEWALKS/DRIVEWAYS YES /YES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE RxR XINGS ADJACENT LAND USE INDUSTRIAL /BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 4.4 mph of 85th percentile speed and meets CVC standards. File: Vemon 2014-42 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATRE:O 4/1A7/2014E TIMP T00 PM - 930 PM SANTA FE AVENUE TO SOTO STRET SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 59 x 58 x 57 x 56 x 55 x 54 x 53 x 52 x 51 x 50 x 49 x 48 x 47 x 46 x 45 x 44 x 43 x 42 x 41 x 40 x 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21 x 20 x 19 x 18x 17x 16x 15x 100.0% 100.0% 100.0 100.0 100.0 100.0 100.0 100.0% 100.0% 100.0% 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 98.7 96.7 95.4 92.8 89.5% 87.6 83.0 % - - -85PCT 79.1 % }PACE 73.2 % }PACE 67.3% }PACE 62.7% }PACE 56.9 % }PACE 48.4% }PACE ---MEAN 44.4 % }PACE 34.0 % }PACE 30.7% }PACE 23.5 % }PACE 15.7 9.8% ---15PCT 5.2 3.3 2.6 1.3 0.7 0.7 0.7 UPPER LIMIT 10 MPH PACE: 33 MPH LOWER LIMIT 10 MPH PACE: 24 MPH 85th PERCENTILE SPEED: 34.4 MPH PERCENT OVER PACE: 26.8 % MEDIAN SPEED: 28.2 MPH PERCENT IN PACE: 63.4 % 15th PERCENTILE SPEED: 22.9 MPH PERCENT UNDER PACE: 15.7 Vemon 2014-42 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI VDEAREON AV �014 TO D SURVEY B� BUEND AO� TIME: 12:45 PM - 1:30 PM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY DATE OF SURVEY 85th PERCENTILE 10 MPH PACE PERCENT IN PACE POSTED SPEED LIMIT (DENT HISTORY NO.OF MONTHS OBSERVED SPEED -RELATED ACCIDENTS TOTAL ACCIDENTS ANNUAL ACCIDENT RATE AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIANBICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER WEST OF BOYLE 5/1 /2014 34.5 MPH 24 - 33 MPH 75.0 30 MPH 24 3 4 1.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) 0.68 ACCIDENTS PER MVM (SPEED RELATED ONLY) 10,050 2 LANES PER DIRECTION SIGNAL - SOTO / DOWNEY, STOP - BOYLE / ALCOA ATSOTOlDOWNEY/BOYLE/ALCOA YES/YES YES (HEAVY) NO NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.60 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRNEWAYS YES/YES (MANY) STREET LIGHTING YES OTHER - SOLID DBL YELLOW CENTERLINE NO SHOULDERS ADJACENT LAND USE INDUSTRIAL /BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 4.5 mph of 85th percentile speed and meets CVC standards. File: Vernon 2014-43 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON VERNON AVENUE HCI DATE: 5/1/2014 TIMF- 19,AR PM _ 1-42n DKA SOTO STRET TO DOWNEY ROAD SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 UPPER LIMIT 10 MPH PACE: 100.0 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 x 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 6.5% 22 x 2.4 21 x 20 x 19 x 0.0% 18 x 0.0 17 x 0.0 16x 0.0% 15x UPPER LIMIT 10 MPH PACE: 33 MPH LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 24 MPH 18.5 % 75.0 % 6.5 % 100.0% 100.0% 100.0 % 100.0 % 100.0% 100.0 % 100.0 % 100.0 % 100.0 % 100.0 % 100.0% 100.0% 100.0% 100.0 % 100.0 % 100.0 % too.0% 100.0 % 100. 0 % 98.4% 96.8% 95.2 % 91.9 % 90.3 % 87.9% 82.3%---85PCT 81.5% }PACE 73.4% }PACE 70.2% }PACE 62.1 % }PACE ACE 48.4% )PAC ---MEAN 41.1% )PACE 29.8% }PACE 22.6 % }PACE 20.2 % }PACE 11.3 % }PACE - - -15PCT 0.8 0.0°k 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 34.5 MPH 29.1 MPH 24.4 MPH Vemon 2014-03 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 34.5 MPH 29.1 MPH 24.4 MPH Vemon 2014-03 ENGINEERING AND TRAFFIC SURVEY CITY OF VERNON HCI wnsHING40$ 804 LEVARD SURVEYYBYO� COBUENDIATM uMITS (Indiana) TIME: 9:45 AM - 10:15 AM CHECKED BY: JERRY STOCK ✓AILING SPEED DATA LOCATION OF SURVEY WEST OF ECL DATE OF SURVEY 4/28/2014 85th PERCENTILE 45.9 MPH 10 MPH PACE 36 - 45 MPH PERCENT IN PACE 62.3 POSTED SPEED LIMIT 45 MPH NO.OF MONTHS OBSERVED 24 SPEED -RELATED ACCIDENTS 0 TOTAL ACCIDENTS 3 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM SPEED RELATED ONLY °FIC FACTORS AVERAGE DAILY TRAFFIC LANE CONFIGURATION TRAFFIC CONTROLS CROSSWALKS PEDESTRIANBICYCLES TRUCK TRAFFIC ON -STREET PARKING OTHER 19,700 2 LANES PER DIRECTION SIGNAL - DOWNEY / INDIANA / UN -NAMED AT DOWNEY / INDIANA! UN -NAMED FEW 1 NO YES (HEAVY) NO NO STOPPING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT (MILES) 0.97 VERTICAL CURVE UP -DOWNHILL GRADES UNDER RxR BRIDGE (E.of Downey) HORIZONTAL CURVE GRADUALS" CURVE '. LATERAL VISIBILITY GOOD ROAD CONDITIONS VERY POOR SIDEWALKS/DRIVEWAYS YES /YES (EB) -YES / NO (WB) STREET LIGHTING YES OTHER PAINTED MEDIAN ISLAND / RxR XINGS NO SHOULDERS UNDER RAILWAY BRIDGE ADJACENT LAND USE INDUSTRIAL RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph is within 0.9 mph of 85th percentile speed and meets CVC standards. File: Washirgtan 2014-94 RADAR SPEED DISTRIBUTION SHEET CITY OF VERNON HCI DATEHI a 2800N1BOULEVARD TIME- 9�45 AM - 10.1 S AM DOWNEY ROAD TO EAST CITY LIMITS (Indiana} SURVEY BY: C. BUENDIA CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 59 58 57 56 55 54 53 52 51 x 50 x 49 x 48 x 47 x 46 x 45 x 44 x 43 x 42 x 41 40 x 39 38 x 37 x 36 x 35 x 34 x 33 x 32 x 31 x 30 x 29 x 28 x 27 x 26 x 25 x 24 x 23 x 22 x 21x 20 x 19 x 18 x 17x 16 x 15x UPPER LIMIT 10 MPH PACE: LOWER LIMIT 10 MPH PACE: PERCENT OVER PACE: PERCENT IN PACE: PERCENT UNDER PACE: 45 MPH 36 MPH 17.1 62.3 20.6 100.0 100.0 100.0% 100.0 99.4% 99.4 98.9 98.3 98.3 97.1 95.4% 93.7 90.9% 89.1 85.1 82.9% }PACE---85PCT 76.6% }PACE 70.9% }PACE 64.6% }pgCE 58.3% }pgCE 50.9% }pgCE 40.0% }PACE ----MEAN 34.9% }PACE 30.3% }PACE 26.3 % }PACE 20.6 17.1 13.1% ---15PCT 11.4% 8.0 7.4% 5.1 4.6% 4.0 2.9 1.1 1.1% 0.6% 0.6 0.6 0.6 0.0 0.0 0.0 0.0% 0.0 85th PERCENTILE SPEED: MEDIAN SPEED: 15th PERCENTILE SPEED: 45.9 MPH 39.9 MPH 33.5 MPH Washingt°n 20t9-04 APPENDIX B RHF Inc. Bader Repair 16202 Keats Circle Westminster, Calif. 92683 TRAFFIC RADAR CERTIFICATION TESTED TO NHTSA SPECIFICATIONS / IACP CRITICAL PERFORMANCE STANDARDS (NHTSA) National Highway and Traffic Safety Administration. (IACP) International Association of Chiefs of Police. F. is a certified independent testing and repair facility. 1 TEST ID Date Received Certification Number _ / O 3 Manufacturer 14 Mody Type (1-IV) / Directional radar Same direction 2 DEVICE ID n HI Cl Yes 0"No 1 ❑ Yes WrNo Count, unit S/N S' Antenna-1 S/N N/A Antenna-2 S/N N/A § 2 4 / § 5.4 Low s eed fork S/I�L 9 `7 Last date calib. Freq. (Hz) Speed (mph) Measured (Hz) 3 TUNING FORK Z S� 6 CALIBRATION High speed fork S/N Last date calib. Freq. (Hz) Speed (mph) Measured (Hz) pAS FAIL Lo fork High fork Fork speed (mph) 35 65 Stationary mode § 2.5 / § 5.5 Disp. Speed (mph) 3 q 6 4 RADAR DEVICE TUNING FORK Moving mode TARGET SPEED Expected. Displayed. PAS FAIL TESTS Opposite Direction (Hi fork — Lo fork) (mph) N/A (mph) N/A Moving mode TARGET SPEED Expected. Displayed. Same Direction Hi fork + Lo fork (mph) N/A (mph) N/A Ho fork - Lo fork § 2.6.1. / § 5.6.1 Standard supply Antenna 1 VoI a 13.6 V Pre GHz 7 CA / �i 5 TRANSMISSION . F GIIz N/A Standard supply Antenna 1 Antenna2 FREQUENCY Vol e — 20% ( 10.5 V Pre . GHz Z c}, / 5 (' Fre GHz NIAAS FAIL STABILITY . Standard supply Antenna I Antenna 2 volts + 20% 16.3 V Pre . GHz Fre . GHz N/A 6 § 2.6.5 / § 5.6.5 Mfg. Spec. Antenna I Antenna 2 POWER DENSITY (max mW/cm) 55 Power(mW/cm) 3 Power (mW/cm) N/A AS FAIL 7 LOW VOLTAGE Mfg'spea <10,8V LVA activates ��� LVA deactivates A011? PASS FAIL 8 § 2.9.1 / § 5.9.1 A. Audio tone correlates with received Doppler signal Er yes El No DOPPLER AUDIO B. Functionin audio volume-adustment control 3'Yes ❑ No PAS FAIL § 2.12.4 / § 5.12.4 Mfg. Spec. Test results 9 INTERNAL �? Z„ 7 PASS FAIL CIRCUIT Z 10 § 2.12.6.5 / § A. Selects only targets moving towards radar ❑Yes ❑ No H'N.A. 5.12.6.5 DIRECTIONAL B. Selects only targets moving away from radar ❑ Yes ❑ No [l N.A. PASS FAIL Stationary mode: Low speed Spec. 20 Lo speed disp. Z O target channel (mph) Hi speed spec. 199 His eed dis . p p %%S° §2.12.7/§2.12.8/ Moving Mode Low speed spec. N/A Lo speed disp. N/A 11 5.12.7 / 5.12.8 LOW AND HIGH SPEED DISPLAY target channel (mph) Hi speed spec. N/A His dis N/A PASS FAIL TEST speed p p Moving Mode: Low speed spec. N/A Lo speed disp. N/A patrol channel (mph) Hi speed spec. N/A Hi speed disp. N/A 12 § 2.13 / § 5.13 RFI TEST PASS FAIL 13 LABORATORY COMMENTS This radar device meets or exceeds the minimal operational standards of the National Traffic F14 NHTSA/IACP Highway Safety Administration. California Vehicle Code Section 40802 PASS ❑ FAIL CERTIFICATION Certified by:m Date: 15 INVENTORY ❑ Fork Cert ❑ Manual ❑ 2 Ant. ❑ Remote ❑Bat, 0 Carrying Case Other: ( lease list RHF Inc. Radar Repair 16202 Keats Circle Westminster. Calif. 92683 TRAFFIC RADAR CERTIFICATION TESTED TO NHTSA SPECIFICATIONS / IACP CRITICAL PERFORMANCE STANDARDS (NHTSA) National Highway and Traffic Safety Administration (IACP) International Association of Chiefs of Police. R.H.F. is acertified independent testing and repair facility. 1 TEST ID Date Re ived 9.. 3 -1 3 Certifjpzti n N[7ugtber fj Make: Model: Type(1-IV) Direc.onalmdar Same direction 2 DEVICE ID Kustom Electronics XR-10SP N ❑Yes L� No ❑Yes L>(No G i X�ti Antenna-1 S/IVe tin Antenna-2 S/N § 2.4 / § 5.4 Loweeed fork Last date calib. Freq. (I-Iz) Sped (mph) Meas�d (Hz) . f 3 TUNING FORK- -Hi S� y CALIBRATION h6h s eed fork S/N � Last date calib. Fre q. (Hz) Speeq(mph) Measm P °AS FAIL / 6 i Zl Lo fork High fork 35 65 Fork speed (mph) Stationary mode § 2.5 / § 5.5 Disp. Speed (mph) 4 RADAR DEVICE !! TUNING FORK Moving mode TARGET SPEED Expected. Displayed. PAS FAIL TESTS Opposite Direction (Hi fork—Lo fork) (mph) 30 (mph) Moving mode TARGET SPEED Expected. Displayed, Same Direction Hi fork Lo fork (mph) N/A (mph) N/A Ho fork - Lo fork Standard supply Antenna 1 Antenna 2 § 2.6.1. / § 5.6.1 VoltaRe VN 13.6 V Freq. GHz Z y j0/7- Freq. GHz 5 TRANSMISSION Standard supply Antenna 1 Antenna2 na2 FREQUENCY Vol e-20% 10.8 V Freq. GHz r-�, ZZ Fre . GHz PAS FAIL STABILITY Standard supply Antenna 1 Antenna 2 voltage + 20% V 163 V Freq. GHz Z , az Fre . GHz 6 § 2.6.5 / § 5.6.5 Mfg. Spec. Antenna 1 Antenna 2 POWER DENSITY (max mW/cm) g5 Power(mW/cm) e Power(mW/cm) PAS FAIL 7 § 2.8 / § 5.8 LOW VOLTAGE Mfg. specTVA Tactivates'�I <10.8 V . r'7 LVP. deactivates /Pic/ <EA78k I FAIL 8 § 2.9.E / § A. Audio tone correlates with received Doppler signal - IV) Yes ❑ No DOPPLER AUDIO AUDIO B. Functioningaudio volume -adjustment control or Yes C No P� FAIL - § 2.12.4 / § 5.12.4 Mfg. Spec.- Test results 9 .INTERNAL 32 CIRCUIT Z PAS, FAIL § 2.12.6.5 / § A. Selects only targets moving towards radar ❑ Yes ❑ No iT N.A. .10 i. 5.12.6.5 B. . Selects only targets moving away from radar ❑ Yes ❑ No DeN.A. PASS FAIL DIRECTIONAL Stationary:node: Low speed spec. 15 Lo speed disp. ! target channel (mph) Hi speed spec. 175 Hi speed disp. 1 §2.12.7/§2.12.8/ T 5.12.7 / 5.12.8 Moving Mode Low speed spec. 20 Lo speed disp. ` O 1 I LOW AND HIGH target channel (mph) SPEEDS DISPLAY Hi speed spec. 155 Hi speed disp. �: r— PAS FAIL Moving Mode: Low speed spec. 20 Lo speed disp. 2 O patrol channel (mph) Hi speed spec. 80 Hi speed (lispp 12 §2.13/§5.13 RFI TEST PA FAIL 13 LABORATORY COMMENTS This radar device meets or exceeds the minimal operational standards of the National Traffic NH"CSA/IACP HfghwaySafetyAdmfnfstration. CalijorniaVehicle Code Section 40802 XPASS ❑FAIL 14 CERTIFICATION Certified by: Date: 15 INVENTORY UFork Cert L Manual ❑ Ta Ants. ❑ Remote ❑ Bat 13 Carrying Case Other: (please list Radar Certification Ccrtifipte of Completion and Competency DOPPLER RADAR OPERATION rsua..Aat .. Buendia. . Transportation Ass suce°ss;Wy. COMWod o Cow= of Luhugfon in Ao