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HomeMy WebLinkAbout2012-10-23 - AGENDA REPORTS - TRAFFIC SURVEY (2)CONSENT CALENDAR DATE: SUBJECT: DEPARTMENT: Agenda Item: 3 CITY OF SANTA CLARITA AGENDA REPORT City Manager Approval: Item to be presented by: October 23, 2012 Andrew Yi 2012 CITYWIDE ENGINEERING AND TRAFFIC SURVEY STUDY Public Works RECOMMENDED ACTION 1. City Council adopt a resolution establishing prima facie speed limits on each roadway segment included in the 2012 Citywide Engineering and Traffic Survey Study (Study). 2. Direct the City Clerk to certify the Study. Direct staff to implement the necessary signing changes brought about by adopting this Study. 4. Request the Sheriffs Department continue the radar enforcement program on City streets and highways covered in the Study as soon as the signing changes are made. BACKGROUND Staff completed an Engineering and Traffic Survey Study as defined in Section 627 of the California Vehicle Code (CVC). The Study was performed in accordance with the provisions of the CVC and as recommended by the California Department of Transportation Manual on Uniform Traffic Control Devices. When adopted, the Study will establish the prima facie speed limits on nearly every major, secondary, and collector roadway within the City. California cities, counties, and other state agencies are required to conduct a Study every five years, although if certain requirements are met, they can be extended. The Study requirement assures speed limits on roads take into account driver behavior and allow for the continued use of radar and laser enforcement. The last Citywide Engineering and Traffic Survey Study was conducted in 2005. k0-12-1 Radar or laser is the safest and most effective form of speed enforcement. Without a valid Study, the Los Angeles County Superior Court will not uphold a speeding violation issued by the Sheriffs Department, in which radar or laser is utilized. In addition, if radar or laser is not used, the Sheriffs Department must rely on less effective alternatives, such as pacing after speeding offenders. An effective radar or laser enforcement will promote the orderly movement of vehicles and reduce collisions. The engineering and traffic surveys were conducted in spring 2012. Since completion of the surveys, annexed areas have recently become part of the City that were not included in this Study. Staff will conduct engineering and traffic surveys for these areas in the next few months. Any proposed changes to speed limits will be brought back to the City Council. The results of the Study are presented in a report including speed zone principles, basic purpose, methodology of speed zone studies, two tabulated summaries of traffic accidents and speed limit analyses, and individual detailed engineering and survey data for 201 roadway segments. The Study also includes a summary of adjustments to existing posted speed limits. The speed limit adjustments are listed as follows: New Established Prima Facie Speed Limits The following locations did not have an established engineering and traffic survey. Based on the new Study, the appropriate speed limits are outlined below: Decreases to Existing Prima Facie Speed Limits Based on the Study, speed limits on the following sections are decreased as follows: Proposed • Furnivall Avenue between Soledad Canyon Rd. and Santa Clara St. 25 mph • Golden Valley Road between Via Princessa and SR -14 Ramps 45 mph • Honby Avenue between Soledad Canyon Rd. and Santa Clara St. 30 mph • Lost Canyon Road between Golden Valley Rd. and City Limit 40 mph • Main Street between Lyons Ave. and Newhall Ave. 25 mph • Newhall Avenue between Main St. and Railroad Ave. 30 mph • Oak Avenue between Soledad Canyon Rd. and Santa Clara St. 25 mph • Pine Street between Market St. and Newhall Ave. 35 mph • Santa Clara Street between Honby Ave. and Oak Ave. 25 mph • Soledad Street between Honby Ave. and Oak Ave. 30 mph • Technology Drive between Ave. Stanford and Ave. Hall 25 mph • Valley Center Drive between Soledad Canyon Rd. and Golden Valley Rd. 40 mph • Via Princessa between End of Street and Rainbow Glen Dr. 40 mph • Via Princessa between North City Limit and End of Street 45 mph Decreases to Existing Prima Facie Speed Limits Based on the Study, speed limits on the following sections are decreased as follows: Increases to Existing Prima Facie Speed Limits Based on the Study, speed limits on the following sections are increased as follows: Posted Proposed • 16th Street between Newhall Ave. and Orchard Village Rd. 40 mph 35 mph • Avenue Stanford between Vanderbilt Way and Rye Canyon Rd. 50 mph 45 mph • Baywood Lane between McBean Pkwy. and Brookings Ct. 30 mph 25 mph • Camp Plenty Rd. between Soledad Canyon Rd. and Newhouse St. 30 mph 25 mph • Citrus Street between Valencia Blvd. and Magic Mountain Pkwy. 40 mph 35 mph • Golf Course Road between Tournament Rd. and Lochmoor Rd. 35 mph 30 mph • Lyons Avenue between Ave. Rotella and Newhall Ave. 40 mph 35 mph • Lyons Avenue between Newhall Ave. and Railroad Ave. 40 mph 35 mph • West Rye Canyon Road (formerly Aurora Dr.) between Newhall • Soledad Canyon Road between Anne Freda St. and SR -14 Ramps 45 mph Ranch Rd. and Kelly Johnson Pkwy. 35 mph 30 mph Increases to Existing Prima Facie Speed Limits Based on the Study, speed limits on the following sections are increased as follows: Proposed 50 mph 40 mph 40 mph 45 mph 45 mph 40 mph 45 mph 40 mph 55 mph 50 mph 50 mph 50 mph 40 mph 45 mph 45 mph 45 mph Staff recommends the above adjustments, based on the results of the Study, for the continued use of radar and laser. It is not likely these adjustments will result in higher prevailing speeds. Driver behavioral research shows the average driver is influenced by the appearance of the roadway itself and prevailing traffic conditions and chooses to drive at a speed they are comfortable with. These adjustments, when combined with an effective enforcement program, can result in safer operating speeds on roadways. Posted • Bouquet Canyon Road between Urbandale Ave. and Steve Jon St. 45 mph • Centre Pointe Pkwy. between Golden Triangle Rd. and Ferry Ct. 35 mph • Centre Pointe Pkwy. between Ferry Ct. and Golden Valley Rd. 35 mph • Constellation Rd. between Kelly Johnson Pkwy. and Hercules St. 40 mph • Copper Hill Drive between Buckhorn Ln. and David Way 40 mph • Dickason Drive between Newhall Ranch Rd. and Decoro Dr. 35 mph • Hercules St. between Kelly Johnson Pkwy. and Constellation Rd. 35 mph • Ruether Avenue between Centre Pointe Pkwy. and Soledad Canyon Rd. 35 mph • Sierra Highway between South City Limit and Newhall Ave. 50 mph • Sierra Highway between Scherzinger Lane and Campus Exit 45 mph • Soledad Canyon Road between Bouquet Canyon Rd and Commuter Way 45 mph • Soledad Canyon Road between Anne Freda St. and SR -14 Ramps 45 mph • Vanderbilt Way between Ave. Stanford and Newhall Ranch Rd. 35 mph • Via Princessa between Via Pacifica and Oak Ridge Dr. 40 mph • Whites Canyon Road between Soledad Canyon Rd. and North City Limit 40 mph • Wiley Canyon Rd. between Via Pacifica and Orchard Village Rd. 40 mph Proposed 50 mph 40 mph 40 mph 45 mph 45 mph 40 mph 45 mph 40 mph 55 mph 50 mph 50 mph 50 mph 40 mph 45 mph 45 mph 45 mph Staff recommends the above adjustments, based on the results of the Study, for the continued use of radar and laser. It is not likely these adjustments will result in higher prevailing speeds. Driver behavioral research shows the average driver is influenced by the appearance of the roadway itself and prevailing traffic conditions and chooses to drive at a speed they are comfortable with. These adjustments, when combined with an effective enforcement program, can result in safer operating speeds on roadways. Most of the speed limit increases on segments were either due to the recent construction of raised medians and/or adjoining street segments having a higher speed limit. The Sheriffs Department has reviewed the recommendations of this Study and concurs with its findings. ALTERNATIVE ACTIONS Other action as determined by the City Council. FISCAL IMPACT New sign installations and/or adjustments to existing signs will be required. The estimated cost is $16,000. Adequate Gas Tax Funds (Fund 230) are available in Account 14401-5161.001. ATTACHMENTS Resolution Exhibit "A" - Recommended Speed Limits Citywide Engineering and Traffic Survey Study available in the City Clerk's Reading File 4/ RESOLUTION 12- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CLARITA, CALIFORNIA, ESTABLISHING PRIMA FACIE SPEED LIMITS ON 201 HIGHWAY SEGMENTS WHEREAS, the California Vehicle Code (Sections 22357 and 22358) permits local authorities, upon the basis of an engineering and traffic survey, to establish prima facie speed limits on highways within their jurisdiction; and WHEREAS, Section 40802 of the California Vehicle Code requires speed limits be justified by an engineering and traffic survey within five, seven, or ten years, depending on certain qualifications, to use radar/laser enforcement; and WHEREAS, the effective and efficient use of radar/laser for traffic speed enforcement can enhance highway safety within the City. NOW, THEREFORE, the City Council of the City of Santa Clarita does hereby resolve as follows: SECTION 1. That prima facie speed limits shall be established on 201 highway segments in the 2012 Engineering and Traffic Survey Study (Study). SECTION 2. That the City Clerk certify the Study and make copies available to the local Sheriffs Department and courts. SECTION 3. That City staff make the necessary signing changes to implement the provisions of the Study. SECTION 4. That the Sheriffs Department conduct appropriate enforcement of the prima facie speed limits established by this resolution. SECTION 5. The City Clerk shall certify to the adoption of this Resolution. PASSED, APPROVED, AND ADOPTED this day of 2012. MAYOR ATTEST: INTERIM CITY CLERK DATE: STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) ss. CITY OF SANTA CLARITA ) I, Armin& Chaparyan, Interim City Clerk of the City of Santa Clarita, do hereby certify that the foregoing Resolution was duly adopted by the City Council of the City of Santa Clarita at a regular meeting thereof, held on the day of AYES: COUNCILMEMBERS: NOES: COUNCILMEMBERS: ABSENT: COUNCILMEMBERS: 2012, by the following vote: INTERIM CITY CLERK S o ••..' 3 he b, , / / n ♦ � s .��t ,g •x • e° —- •a..• "T'"?•♦♦ . e �e d� ma It ♦ • 9 5 Q N ♦ b i.••d�y1 :♦ •�� ati '6•v .•♦b e r • Y l•m r •` gK • �A 0-�•.- w wx a •Q e■ ■ A z N . = e N O Q F /HN w Q aaaaaaa III I v® 0 ♦ • S o ••..' 3 he b, , / / n ♦ � s .��t ,g •x • e° —- •a..• "T'"?•♦♦ . e �e d� ma It ♦ • 9 5 Q N ♦ b i.••d�y1 :♦ •�� ati '6•v .•♦b e r • Y l•m r •` gK • •'a Y: 0-�•.- w wx •Q e■ ■ S o ••..' 3 he b, , / / n ♦ � s .��t ,g •x • e° —- •a..• "T'"?•♦♦ . e �e d� ma It ♦ • 9 5 Q N ♦ b i.••d�y1 :♦ •�� ati '6•v .•♦b e r ♦ l•m r •` gK • •'a Y: 0-�•.- w u=...•: e . = e aaaaaaa III I v® 0 CITYWIDE SPEED ZONE SURVEY ENGINEERING AND TRAFFIC SURVEYS IN THE CITY OF SANTA CLARITA 2012 Prepared for CITY OF SANTA CLARITA OCTOBER 2012 TRAFFIC No. 1575 Submitted by ALBERT GR(OcVER & ASSOCIATES TRANSPORTATION CONSULTING ENGINEERS • TABLE OF CONTENTS SECTION PAGE 1.0 INTRODUCTION 1 2.0 STUDY METHODOLOGY 2 3.0 SURVEY RESULTS 3 3.1 Street Surveillance 3 3.2 Accident Rate Analysis 3 3.3 Spot Speed Survey 9 4.0 SURVEY FINDINGS AND RECOMMENDATIONS 10 4.1 Speed Limit Signing 11 5.0 SUMMARY AND CONCLUSIONS 18 LIST OF TABLES TABLE 1 Accident Survey Analysis 5 2 Segment Spot Speed Summary 12 APPENDICES APPENDIX A Speed Zoning Regulations from Caltrans California Manual of Uniform Traffic Control Devices and Definitions of Terms B Regulations Governing Speed Limits (Excerpts form California Vehicle Code) C Citywide Speed Zone Map D Engineering and Traffic Survey Summary / Grid Reports (Binder) E Radar Survey Raw Data (Binder) Albert Grover & Associates Introduction 0 SECTION 1.0 INTRODUCTION The purpose of this report is to document the results of an engineering and traffic survey conducted to update the speed limits on the City of Santa Clarita arterial and collector street network. The overall study was conducted to comply with existing State regulations concerning the increasing or decreasing of speed limits within City boundaries. It is a common belief that posting of speed limit traffic signs will influence drivers to drive at that speed. However, the facts indicate otherwise. Driver behavioral research conducted in many parts of this country over a span of several decades shows that the average driver is influenced by the appearance of the highway itself and the prevailing traffic conditions in choosing the speed at which he or she drives. Recognizing this, the California Vehicle Code (CVC) requires that speed limits be established in accordance with appropriate engineering practice and methods. This report contains sufficient information to document that the conditions of the latest edition of the California Vehicle Code Section 627 have been satisfied and that other conditions not readily apparent to a motorist are properly identified. To legally use radar for speed enforcement, Section 40802(b) of the • CVC requires that limits be established per Sections 22357 and 22358 of the CVC, the limits must be justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation. However, a change in State law allows cities to extend the survey period up to seven to ten years depending on specific criteria. This change is expanded on in Appendix B. The latest edition of the CVC has highlighted bicycle and pedestrian safety as part of the traffic and engineering survey, and this aspect was considered. According to City records, the last speed zone survey was prepared in 2005. The current study will verify, increase, or decrease existing speed limits within the City of Santa Clarita based on the data and results of this survey. At 201 locations on the City's network, spot speed surveys were taken in conformance with the State law for conducting engineering and traffic surveys for the purpose of establishing prima facie speed limits. The data was collected per the California Manual of Uniform Traffic Control Devices (CA MUTCD) January 2012. Sections of the CA MUTCD detailing regulations for conducting the required "Engineering and Traffic Survey" are presented in Appendix A. Also in Appendix A are definitions of terms used in speed zone surveys. Excerpts from the CVC regarding regulations governing speed limits are presented in Appendix B. The actual speed zone surveys were conducted by Transportation Studies, Inc. (TSI) and a California registered traffic engineer from AGA drove the streets. • Albert Grover & Associates Study Methodology • SECTION 2.0 STUDY METHODOLOGY The study involved three major categories of data collection and analysis. The three major components are: (1) geometric and characteristic street surveillance; (2) spot speed survey; and (3) accident rate analysis. The arterial and collector streets were surveyed by field observation to determine the existing roadway characteristics, condition and placement of signs and markings, adjacent land uses, pedestrian and bicycle activity, and to identify roadway characteristics that are not readily apparent to vehicle drivers. Spot speed surveys, utilizing a calibrated radar gun, were conducted at 201 locations to determine existing vehicular travel speeds. A minimum of 100 observations (when possible) were recorded, 50 for each direction of travel, on all the arterial and collector streets. This data was used to calculate statistical information such as the 85th percentile speed, 10 mile per hour pace speed, percent of vehicles within the 10 mile per hour pace, median speed and other pertinent data for analysis. Accident data was tabulated from the City's Accident Records for the period from January 1, 2010 • through December 31, 2011 (two years) for all roadway segments. The accident rate was calculated and considered in recommending the speed limit. • 2 • Albeit Grover & Associates SECTION 3.0 SURVEY RESULTS 3.1 Street Surveillance Survey Results "Speed Limit Signs," Section 2B.13 of the CA MUTCD 2010, states that the speed limit should be established at the nearest five mile per hour increment to the 85th percentile speed recorded during the spot speed survey. However, in matching existing conditions with the traffic safety needs of the community, engineering judgment may indicate the need for a further reduction in speed. Whenever such factors are considered to establish the speed limit, they should be documented on the speed survey or in the accompanying engineering report. The survey streets were driven by Mr. Mark Miller, RE, Principal -in -Charge, who is a registered Civil and Traffic Engineer in the State of California. The roadway characteristics, location of speed limit signs, conditions not readily apparent to the driver, type of area adjoining the street (commercial, residential, school zone, parks, etc.) and type of roadway (divided, undivided, number of lanes, etc.) were recorded as part of the study. The roadway characteristics recorded were used to determine if any physical conditions warranted consideration of an additional five mile per hour reduction of the recommended speed in accordance with CVC Section 627. • The speed survey segment roadway characteristics for each segment are indicated on the Engineering and Speed Survey Summary sheets in Appendix D (binder). 3.2 Accident Rate Analysis The accident rate for each speed survey segment was determined by using the most recent accident records as required by CVC Section 627. Based on a review of the City of Santa Clarita accident record system (Crossroads) from January 1, 2010 to December 31, 2011, mid -block accident rates were calculated for each street surveyed. The results of the accident rate calculations, including the Average Expected Accident Rates for each type of roadway facility are shown in Table 1 and in the Engineering and Speed Survey Summary sheets (Appendix D). The Average Expected Accident Rates are based on the latest average rate for each type of roadway in the City of Santa Clarita. ♦ Arterial Streets 0 3 lanes —1.65 0 4 lane undivided < 45 mph — 3.80 0 4 lane undivided >— 45 mph — 2.35 0 5-6 lane undivided <45 mph— 5.15 0 5-6 lane undivided >— 45 mph —1.15 40 o 4 lane divided < 45 mph — 2.45 • is Albert Grover & Associates survey Results 0 4 lane divided > 45 mph —1.75 0 5-6 lane divided < 45 mph —1.30 0 5-6 lane divided >— 45 mph —1.85 ♦ Collector Streets 0 2 lanes < 45 mph — 2.80 0 2 lanes > 45 mph —1.50 The mid -block accident rate in terms of "accidents per 1,000,000 vehicle miles of travel' for each street surveyed was calculated and is shown on the Engineering and Traffic Survey summary sheets. The following shows a sample calculation. Accident Rate Calculation: The rate was calculated using the following equation: Accident Rate = Number of Midblock accidents x 106 24-hour volume x 365 x segment length x number of years When:: Number of mid -block accidents based on 2 years (January 1, 2010 to December 31, 2011), 24-hour volume (both directions) in the survey segment and segment length in miles. Example. Accident rate on: Bouquet Canyon Road between Soledad Canyon Road and Camargo Drive: Accident Rate = 25 x 106 52,000 x 365 x 0.91 x 2 0.724 accidents per million vehicle miles (A/MVM) The Expected Accident Rate for the segment is 1.85. The calculated accident rate of 0.724 is well below the expected rate for this segment. • • • Pape 1 of 4 Table 1.2012 City of Santa Clarita Speed Zone Survey - Accident Survey Analysis Street No. Location Distance (mils) Distance (fw) ADT Attiden4a' 2 yrs Total Accident Rate Expected' A. Rare 13M Street/Arch Street 1 Railroad Avenue to 12th Sheet 0.20 1,056 8,600 0 0 00 2.80 16d. Street 2 Newhall Avenue to Orchard Village Road 0.31 1,637 6,500 0 0.00 2.80 Alb Madera 3 Avenida Navarre to Avenida Velar[e 0.62 3,274 2,000 1 1.10 2.80 Alb Vista Avenue 4 Constellation Road to East City Limit 0.14 739 2,000 0 0.00 2.45 Anna Drive 5 Avenue Meshy to Avenue Tibbim 0.71 3,749 3,000 2 1.29 2.80 Apple Street 6 Lyme Avenue to 8th Street 0.45 2,376 3,000 0 0.00 2.80 Arroyo Park Drive 7 8 Summit Place to McBem Parkway McBean Parkway to Contra Dove 0.87 0.13 4,594 686 3,100 5,000 1 2 0.51 4.21 2.80 2,45 Ashbom Drive 9 Whites Canyon Road to Ermine Street 0.27 1,426 4,400 0 OX 2.60 West Rye Canyon Road (Aurora Drive) 10 Kelly Johnson Parkway to Newhall Ranch Road 0.20 1,056 5,000 0 0.00 2.45 Avenida Nav irre/Velarte I I McBean Parkway to Alta Madem Drive/Ent End 0.65 3,432 7,400 0 0.00 2.80 Avenida Retells 12 Lyon Avenue m Avenida Rordell 0.15 792 300 1 2.40 2.80 Avenue Cracker 13 Avenue Hall to Rye Canyon Road 0.50 2.640 4,000 2 1.37 2.80 Avenue Hall 14 Avenue Stanford to Avenue Crocker 0,30 1,584 2,000 0 0.00 2.80 Avenue Hopkins 15 Avenue Rockefeller to Avenue Stanford 0.60 3,168 3,500 0 0.00 2.80 Avenue Kearny 16 Avenue Scott to Avenue Mentry 0.25 1,320 2,000 2 5.48 2.80 Avenue Meneq 17 Avenue Rockefeller to Avenue Kearny 0.38 2.0% 2,000 0 0.00 2.90 Avenue Rockefeller I& Avenue Mentry to Avenue Hopkins 0.44 2,323 3,000 0 0 00 2.80 Avenue Scott 19 20 Rye Canyon Road to Avenue Tibbitts Avenue Tibbitts to McBean Parkway 0.61 0.58 3,221 3,062 12,700 15,400 0 1 0.00 0.34 175 1.75 Avenue Stanford 21 22 23 Vanderbilt Way to Rye Canyon Road Rye Canyon Road to Averse Scon Avenue Soon to End of Street 1.04 0.82 0.33 5,491 4,330 1,742 5,200 8,400 3,000 1 1 1 0.25 0.20 1.38 1.50 1.50 2.80 Avenue Tlbbim 24 25 Newhall Ranch Road to Avenue Scott Avenue Scott to Anza Drive 0.44 0.45 2,323 2,376 7,500 4,000 1 0 0.42 0.00 1.85 3.80 Bayside Lane 26 Bridgeport Lane to Winward Lane 0.12 634 1,000 0 0.00 2.80 Baywood Lane 27 McBean Parkway to Brookings Court OAS 950 2000 0 0.00 2.80 Bouquet Canyon Road 28 29/30 31 32 33 Magic Mountain Parkway to Soledad Canyon Road Soledad Canyon Road to Canavan Dnve Camargo Drive to Urbandale Avenue Urbandale Avenue to Steve Jr. Sleet Sane Jon Street to Northeast City Limit 0.69 1.17 1.53 0.77 060 3,643 6.178 8.078 4,066 3,168 35,500 52,000 44,000 25,000 14,000 22 36 29 10 1 1.23 0.81 0.59 0.71 0.16 1.75 1.85 1.75 1.75 1.50 Bridgeport Lane 34 McBean Parkway to Parkwood Lane 094 4,%3 2,000 0 0.00 2.90 Calgrove Boulevard 35 West City Limit to Creekside Drive 0.85 4,488 6,000 0 0.00 1.50 Calla Way/Canyon View Drive 36 Camp Plenty Road to End of Street 0.44 2,323 5,000 l 0.62 2.80 Calle Arbor 37 Orchard Village Road to Fedala Road 0.21 1,109 1,000 0 0.00 2.80 Camp Plenty Road 38 39 Soledad Canyon Road to Newhouse Strom Delight Street to Nadal Street 0.51 0.31 2,693 1,637 9,500 2.500 3 0 0.95 0.00 2.80 2.80 Carrizo Drive 40 Arroyo Park Drive to Estalean Drive 0.51 2,693 2,000 2 2.69 2.80 Centre Pointe Parkway 41 42 43 Golden Tnangle Road to Ferry Court Ferry Court to Golden Valley Road Golden Valley Road to Ruether Avenue 0.49 0,47 0.17 2,587 2.482 898 5,100 6,500 8,000 1 1 0 0.55 0.45 000 2.80 2.80 2.45 Charmaine Way 44 Shango-La Drive to Nathan Hill Road 0.12 634 1,200 0 0.00 2.80 Cinema Drive 45 Valencia Boulevard to Bouquet Canyon Road 0.35 1,848 6,000 1 0.65 280 Citrus Street 46 Valencia Boulevard to Magic Mountain Parkway 0.29 1,531 6.000 2 1.57 3.80 Constellation Road 47 Kelly Johnson Parkway to Hercules Street 0,53 2,798 3,000 1 0.96 1,75 Acedent Dna som O141 4 0 10 12-31-11 'Sousa: Catfamla$nle Deparvars of TrensearaOoo Fral➢]roAnLLxrRFp,d Tullei 1.42012 • • • Pape 2 of 4 Table 1.2012 City of Santa Clarita Speed Zone Survey - Accident Survey Analysis Strut No. Location Distance (mile) Distance (feet) ADT Accidents' 2 yrs Total Accident Rate Expected' A.. Rate Copper HBI Drive 48 49 50 51 52 Newhall Ranch Road to Dewro Drive McBean Parkway to Seco Canyon Road Seco Canyon Road to Paragon Drive Partisan Drive to Haskell Canyon Road Buckhom Lane to David Way 0.56 0.91 0.51 0.83 0.69 2,957 4.805 2.693 4,382 3,643 34,400 35,200 15,200 17,000 6,900 3 6 7 5 0 0.21 0.26 1.03 0.49 0.00 1,85 1.75 1.75 1.75 2.80 Cortina Drive 53 Arroyo Park Drive to Alm Madera Road 0.36 1,901 2,000 0 0.00 2.80 Creekntde Road 54 55 McBem Parkway to Auto Center Drive Amo Center Drive to Valencia Boulevard 0.33 0.50 1,742 2,640 15,500 10,600 8 2 2.14 0.52 1.65 2.80 Dalbey Road 56 Orchard Village Road to Newhall Avenue 0.32 1,690 4,400 0 0.00 2.80 Broom Drive 57 58 59 Sew Canyon Road to Vista Delgado Drive Vine Delgado Drive to McBean Parkway McBean Parkway to Copper Hill Drive O.12 1.03 0.93 634 5,438 4,9[0 15.700 15,900 16,000 0 9 3 0.00 0.75 0.28 3.80 1.75 1.75 Del Monte Drive 60 61 Summit Place to McBean Parkway McBean Parkway to Estaban Drive 1.18 0.73 6,230 3,854 3,100 4,000 I 4 0.37 1.88 2.80 280 Dickinson Drive 62 Newhall Ranch Road to Deco. Drive 0.60 3,168 11.700 2 0.39 2.45 Dockweiler Drive 63 64 Ivy Lane to Leonard Tree, Lane Sierra Highway to Ivy Lane 0.41 0.47 2.165 2,482 2,400 4,600 3 0 4AS 0.00 2.80 1.75 Edgewater Lane 65 North of Bridgeport Lane 0.05 264 1,000 0 0.00 2.80 EI Paten Drive 66 Estabm Drive to Del Monte Drive 0.67 3,538 3,000 0 0.00 2.80 Fairview Drive 67 McBean Parkway to Hillsborough Parkway 0.60 3,168 3,000 0 0.00 2.80 Furaivall Avenue 68 Soledad Canyon Road to Sane Clam Street 0.29 1,531 1 2,000 0 0.00 2.90 Gohtcrest Drive 69 Valencia Boulevard to Del Monte Drive 0.40 2,112 2,000 0 0.00 2.80 Golden Triangle Road 70 71 72 Centre Pointe Parkway to Golden Oak Road Golden Oak Road to Raether Avenue Ruethet Avenue to Rainbow Glen Drive 0.13 0.89 0.47 686 4,699 2,482 5,400 6,750 8,500 0 0 2 0.00 0.00 0.69 2.80 1.75 1.75 Golden Valley Road 73 74 75 76 Via Procession to SR. 14 SR- 14 to Siem Highway Sierra Highway to Centre Points Parkway Centre Pointe Parkway to Newhall Ranch Road 1.03 0.71 1.89 0.78 5,438 3,749 9,979 4,118 12,000 21,600 30,800 28,000 0 2 12 1 0.00 0.18 0.28 0.06 1.75 185 1.75 1.85 Golf Couru Road 77 T...t Road in L«hmoor Road 0.17 898 2,000 0 0.00 2.80 Grandview Drive 78 Newhall Ranch Road to Deerfield Lane 1.55 8,194 5,000 0 0.00 2.80 Henkel] Canyon Road 79 80 Bouquet Canyon Road to Crrovepark Drive Gmvepmk Drive in Copper Hill Dnve 0.36 0.85 1,901 4,488 12,500 12,200 2 4 0.61 0.53 1.75 1.50 Hercules Street 81 Kelly Johnson Parkway to Constellation Road 0.22 1,162 2,500 0 0.00 1.75 Hillsborough Parkway 82 Newhall Rash Road to Deerfield Lane 1.47 7,762 5,000 1 0.19 2.80 Honby Avenue 83 Soledad Canyon Road to Sane Clara Street 0.27 1,426 2,500 0 0.00 2.80 Lubella Parkway 84 Golden Triangle Road to Aurora Lane 0.35 1,848 2,500 2 3.13 2.80 John Ruse11 Drive 85 Coni. Drive to Eseb. Drive 0.51 2,693 2,000 0 0.00 2.80 Kelly Johnson Parkway 86 Copper Hill Drive to Hercules Street 0.71 3,749 8,000 3 0.72 1.75 Loss Canyon Road 87 88 Said Canyon Road to West of Sand Canyon Road Golden Valley Road to City Limit 0.26 0.50 1,373 2,640 2.000 5,000 1 2 2.63 1.10 2.80 3.80 Lyons Avenue 89 90 91 92 West City Limit to Wiley Canyon Road Wiley Canyon Road to Avenida Rotella Avenida paella to Newhall Avenue Newhall Avenue to Railroad Avenue 035 0.71 0.74 0.26 1,848 3,749 3,907 1,373 34,900 33,100 40,000 21,000 22 10 13 0 2.47 0.58 0.60 0.00 130 1.30 2.45 2.45 Magic Mountain Parkway 93 94 95 West City Limit to McBean Parkway McBean Parkway to Valencia Boulevard Valencia Boulevard to Bouquet Canyon Road 1.21 0.79 0.56 6,389 4,171 2,957 20,700 21,200 15,800 3 9 2 0.16 0.74 0.31 1.85 1.85 1.75 Main Street 96 Lyons Avenue to Newhall Avenue 0.39 2,059 3,000 1 1.17 2.80 Market Street 97 Newhall Avenue so Cross Street 0.58 3,062 3,700 3 1.91 2.80 May Way 98 Via Primessa to Sunrise Summit Drive 0.54 2,851 2,000 1 1.27 2.80 Acadentpearmn014K-101, taunt J Sous: Caaooss Sate Uausanaa a Tnnapmeaon FjnroJueNt[i6NlSpMTeNu, IaYNlS • • Page 3 of 4 Table 1.2012 City of Santa Clarity Speed Zone Survey -Accident Survey Analysis Street No. Location Distance Distance Aecidents Accident Expected' (®M) (fact) ADT 2 yn Total Rafe Acn Rare McBean Parkway 99 West City Limit to Orchard Village Road 0.98 5,174 28,900 7 0.34 1.85 100 Orchard Village Read to Valencia Boulevard 1.35 7,128 37,600 11 0.30 1.85 101 Valencia Boulevard to Magic Mountain Parkway 0.49 2,587 44,200 3 0.19 1.85 102 Magic Mountain Parkway to Newhall Ranch Road 0.89 4,699 61,100 23 0.58 1.85 103 Newhall Ranch Road to Copper Hill Drive 2.26 11,933 30,000 16 0.32 1.85 Mill Valley Road 104 Avenida Forma to packets Road 0.26 1,373 3,000 0 0.00 2.80 Nadal Street 105 Camp Plenty Road to Whites Canyon Road 0.60 3,168 5,500 5 2.08 2.80 Nathan Hal Road 106 Shangri La Drive (N) to Shaugri La Drive (S) 0.41 2,165 2,000 3 5.01 2.80 Newhall Avenue 107 16th Street to Lyons Avenue 0.83 4,382 7,000 8 1.89 2.80 108 Lyons Avenue to Main Street 0.48 2,534 20,800 3 0.41 2.80 109 Main Street to RaOmad Avenue 0.15 792 16,000 0 0.00 1.65 110 Railroad Avenue to Carl Court 0.49 2,587 42,600 8 0.53 1.30 111 Cad Court to East City Limit 0.94 4,963 40,000 34 1.24 1.30 Newhall Ranch Road 112 Golden Valley Road to Santa Clarita Parkway 0.73 3,854 32,000 5 0.29 1.85 113 Santa Clarice Parkway to Bouquet Canyon Road 1.06 5,597 32,000 5 0.20 1.85 114 Bouquet Canyon Road to McBean Parkway 1.25 6,600 47,200 12 0.28 1.85 115 McBean Parkway to Copper Hill Drive 1.32 6,970 40,000 70.18 1.85 116 Copper Hill Drive to Vanderbilt Way 1.41 7,445 36,000 12 0.32 1.85 Northpark Drive 117 McBean Parkway to Copper Hill Drive 1.06 5,597 3,000 4 1.72 2.80 Oak Avenue 118 Soledad Canyon Road to Santa Clam Street 0.33 L742 2,500 0 0.00 2.80 Oak Ridge Drive 119 Via Princess. in Railroad Drive 0.31 1,637 7,500 1 0.59 2.45 Orchard Village Road 120 McBean Parkway to Wiley Canyon Road 0.55 2,904 28,700 3 0.26 1.75 121 Wiley Canyon Road to Lyons Avenue 0.80 4,224 25,000 11 0.75 1.75 Parknwd Lane 122 Newhall Reach Road to Bridgeport Lane 0.17 898 1,000 0 0.00 2.80 Peachland Avenue 123 Happy Valley Drive to Lyons Avenue 0.26 1,373 3,000 0 0.00 2.80 Pine Street 124 Market Street to Newhall Avenue 0.43 2270 2,000 0 0.00 2.80 Placerifa Canyon Road 125 12th Street to 1900' E/O 12th Street 0.36 001 6,600 0 0.00 2.80 126 2400' W/O Sierra Hwy to Siena Highway 0.45 2,376 1,400 0 0.00 1.50 Plum Canyon Road 127 Bouquet Canyon Road to Via Joyce Drive 0.50 2,640 23,800 1 0.12 1.75 Railroad Avenue 128 Newhall Avenue to Lyons Avenue 0.27 1,426 25,900 2 0.39 2.45 129 Lyons Avenue to 15th Street 0.53 2,798 33,600 6 0.46 1.75 130 15th Street to Oak Ridge Drive 0.93 4,910 33,000 6 0.27 1.75 131 Oak Ridge Drive to Magic Mountain Parkway 0.86 4,541 34,000 1 5 0.23 1.75 Rainbow Glen Drive 132 Soledad Canyon Road to Via Pn usert, 0.91 4,805 11,000 3 0.41 2.80 133 Via Princess. to Jacan. Court (End of Street) 0.34 1,795 2,000 0 0.00 2.80 Robert C. Lee Parkway 134 Golden Valley Road to North End 0.30 11584 4,500 1 1.01 2.45 Rockwell Canyon Road 135 Valencia Boulevard to McBean Parkway 0.99 5,227 10,500 8 1.05 1.65 norther Avenue 136 Centre Pointe Parkway to Soledad Canyon Road 0.53 2,798 12,700 8 1.63 2.45 137 Soledad Canyon Road to Santa Clare Strew 0.31 1,637 3,500 1 1.26 2.80 Rye Canyon Road 138 The Old Road to Newhall Ranch Road L22 6,442 28,300 7 0.28 1.85 Send Canyon Road 139 Placenta Canyon Road to Lost Canyon Road 2.80 14,784 6,000 6 0.49 1.50 140 Lost Canyon Road to Soledad Canyon Road 0.49 2,587 17,500 9 1.44 1.50 141 Soledad Canyon Road to North City Limit 0.63 3,326 8,600 3 0.76 1.50 Snorts Clara Street 142 Honby Avarua: to Oak Avenue 0.37 1,954 2,500 0 0.00 2.80 Seco Canyon Road 143 Bouquet Carryon Road to Decor, Drive 0.68 3,590 20,000 8 0.81 2.35 144 Decoro Drive to Copper Hill Drive 1.20 6,336 19,000 7 0.42 2.45 145 Capper Hill Drive to Tamarack Lane 0.74 3,907 13,000 7 1.00 2.80 Shadow Pines Boulevard 146 Soledad Canyon Road to GrendiBoras Road 0.62 3,274 7,000 2 0.63 1.50 Shangri-La Drive 147 North of Solednd Canyon Rd to Northern Hill Road 0.33 1,742 5,000 0 Ulf 2.80 148 Nathan Hill Road to End of'Sau et 0.61 3,221 2,500 2 1.80 2.80 ' AaM. t oats ram 01 -01-10 to a-3141 'saurc.: calaomia sate OepeN�nm or Tr.nsp.narl.n a.�.ar..-saewtsr�erxo. rw✓mu • • • Page 4 of 4 Table 1.2012 City of Santa Clarita Speed Zone Survey - Accident Survey Analysis Street No. Location Distance Distance Accidents' Accident Expected (mile) (feet) ADT gym Total Rate Ace. Rate Siem Highway 149 South City Limit to Newhall Avenue 1.73 9,134 16,500 7 0.34 1.75 150 Newhall Avenue to Placenta Canyon Road 1.10 5,808 19,500 0 0.00 1.75 151 Placenta Canyon Road to Friendly Valley Parkway 2.02 10,666 23,500 15 0.43 1.75 152 Friendly Valley Parkway to Via Princessa 0.66 3,485 26,700 9 0.70 1.75 153 Via Princessa to Soledad Canyon Road 0.93 4,910 36,800 14 0.56 1.85 154 Soledad Canyon Road to Scheranger Lane 1.24 6,547 18,800 15 0.88 1.75 155 Scherunger Lane to Campus Exit (North City Limit) 0.84 4,435 14,000 12 1.40 1.75 Singing Hills Drive 156 Arroyo Park Drive to McBean Parkway 0.22 1,162' 3,300 0 0.00 2.80 Singing Hills Dr/Altamonte Ave 157 McBean Parkway to Lochmoor Road 0.34 1,795 2,000 0 0.00 2.80 Smyth Drive 158 Dickason Drive to Copper Hill Drive 0.79 4,171 11,700 8 1.19 1.65 Soledad Street 159 Hanby Avenue to Oak Avenue 0.37 1,954 2,000 1 1.85 2.90 Soledad Canyon Road 160 Bouquet Canyon Road to Commuter Way 1.02 5,386 44,000 26 0.79 1.85 161 Commuter Way to Bomber Avenue 1.68 8,870 44,000 21 0.39 1.85 162 Ruether Avenue to Camp Plenty Road 1.47 7,762 47,200 25 0.49 1.85 163 Camp Plenty Road an Luther Street 0.68 3,590 48,500 42 1.74 1.30 164 Luther Sonet to Sierra Highway 0A5 2376 50,100 22 1,34 1.30 165 Siena Highway to Galeton Road 0.48 2,534 30,300 19 1.79 1.85 166 Gold. Road to Anne Freda Saver 0.99 5,227 26,900 4 0.21 1.75 167 Anne Freda Street to SR -14 O./OffRamp 0.71 3.749 27,200 6 0.43 1.75 168 SR -14 On/Off Ramp to East City Limit 2.23 11,774 16,000 11 0.42 1.75 Summit Place 169 Arroyo Park Drive to Rockwell Canyon Road 0.16 845 4,000 0 0.00 2.80 Sunset Hills Drive 170 Northpark Drive to McBean Parkway 0.25 1,320 3,500 0 0.00 2.80 171 McBean Pkwy to Skycrest Circle 0.50 2,640 2,000 0 0.00 2.90 Technology Drive 172 Avenue Stanford an Avenue Hall - 0.27 1,426 2,000 0 0.00 2.80 Tournament Road 173 McBean Parkway to GolfComse Road 0.51 2,693 9,100 7 2.07 2.80 174 GolfCon ae, Road to Wiley Canyon Road 0.55 2,904 8,000 2 0.62 2.80 Tourney Road 175 Valencia Boulevard to Magic Mountain Parkway 1.16 6,125 5,600 4 0.84 2.80 Trevino Drive 176 Tournament Road to Vism Fairways Drive 0.41 2,165 2,000 3 5.01 2.90 Valencia Boulevard 177 West City Limit 0 McBean Parkway 1.18 6,230 44,000 12 0.32 1.85 178 McBean Parkway to Magic Mountain Parkway 0.68 3,590 39,200 3 0.15 1.85 179 Magic Mountain Parkway to Bouquet Canyon Road 0.90 4,224 52,800 21 0.68 1.95 Valle Del Oro 180 Newhall Avenue to Dockweiler Drive 0.58 3,062 6,500 4 L45 2.90 Valley Street 181 Lyons Avenue to Happy Valley Drive 0.29 1,531 91000 1 0.52 2.80 182 Happy Valley Drive to Southerly End 0.52 2,746 2,300 2 2.29 2.80 Valley Center Drive 183 Salaried Canyon Road to Golden Valley Road 0.33 1,742 15,400 0 0.00 2.45 Vanderbilt Way 194 Ave. Stanford m Newhall Ranch Road 0.19 1,003 1 5,400 0 0.00 2.80 Via Princess. 185 Via Pacifica to Oak Ridge Drive 0.55 2,904 5,000 0 0.00 2.45 196 Oak Ridge Drive to End of Sneet 0.42 2,218 3,500 0 0.00 2.45 187 End of Street to Rainbow Glen Drive 027 1,426 3,000 0 0.00 2.80 188 Rainbow Glen Drive to Whites Canyon Road 0.63 3,326 11,000 0 0.00 1,75 189 Whites Canyon Road to Siena Highway 0.68 3,590 38,700 8 0.42 1.85 190 Sierra Highway to East City Limit 0.45 1,376 33,900 13 L17 1.85 191 North City Limit to End of Street 0.28 1,478 4,000 0 0.00 2.80 Waynta. Street 192 Lola Lane to Lyous Avenue 0.17 898 2,000 0 0.00 2.80 Wayne MRD Plate 193 Tommy Road to End of Street 0.12 634 2,000 0 0.00 2.80 Whites Canyon Road 194 Via Princess. to Soledad Canyon Road 0.43 2,270 37,800 3 0.25 1.85 195 Soledad Canyon Road to Nadal Street 0.93 4,910 32,300 16 0.73 2.45 196 Nadal Street to North City Limit 0.95 5,016 21,000 1 0.07 2.45 Wiley Canyon Road 197 Via Pacifica to Orchard Village Road 0.33 1,742 11,400 2 0.73 2.45 198 Orchard Village Road to Lyow Avenue 1.05 5,544 21,600 5 0.30 L75 199 Lyons Avenue to Wabuska Street 0.42 2,218 14,000 2 0.47 2.80 200 Wabuska Sweet to Calgrove Boulevard 0.69 3,643 11,800 6 1.01 2.80 Winward Lane 201 1 Bayside Lane to Bridgeview Lane 0.21 1,109 1,300 0 0.00 2.80 Ac diad Data ham 014M0 b 12-31-11 260uma Gallfomiaamte Demdoentof ranspodalion Fttel%w-Acnden, a Sreed tables. IRYM1} i� U Albert Grover & Associates 3.3 Spot Speed Survev Survey Results Spot speed surveys were conducted at each street segment to establish a reasonable and effective speed limit based on the premise that the speed limit thus established conforms to the actual behavior of the majority of motorists. The speed limit should normally be established at the first five mile per hour increment nearest the 85th percentile speed recorded for the surveyed segment. However, engineering judgment and other factors such as Street Surveillance (Section 3.1) and accident rates (Section 3.2) may indicate the need for further reduction in establishing reasonable and effective speed limits. The criteria used in conducting the radar survey are listed in Appendix A. Appendix D contains the Engineering and Speed Survey Summary sheets for each of the 201 sections surveyed. The information collected and data calculated for the radar speed survey are as follows: ♦ Posted speed limit ♦ Direction of survey ♦ Date and time of speed survey • ♦ 50th Percentile speed ♦ 85th Percentile speed • ♦ 10 mph pace speed ♦ Percent over pace speed ♦ Range of speeds ♦ Number of vehicles observed ♦ Average speed ♦ Accident History ♦ Accident Rate ♦ Average Daily Traffie ♦ Road Description ♦ Pedestrian and Bicycle activity The summary contains information about vehicular speed data observed, accident data, street classification, and any unusual conditions at the location. 9 Albert Grover & Associates Survey Findings and Recommendations • SECTION 4.0 SURVEY FINDINGS AND RECONEWENDATIONS In accordance with the State -imposed speed limit establishment regulation, as defined by CVC Section 627 described in Appendix B, there are several factors that may be considered to justify setting the prima facie speed limits more than five miles per hour below the observed 85th percentile speed It should be noted that the regulations in Appendix A also state that the maximum permissible lowering of the proposed speed limit from the 85th percentile is 10 miles per hour. The factors to be considered are: ♦ Most recent accident record (mid -block) ♦ Roadway design speed ♦ Safe stopping sight distance ♦ Superelevation ♦ Grades • ♦ Shoulder condition • ♦ Profile condition ♦ Intersection spacing offsets ♦ Commercial driveway characteristics (land use) ♦ Pedestrian traffic with and without sidewalks ♦ Pedestrian and Bicycle safety The above factors for each roadway segment surveyed are listed in the Engineering and Speed Survey Summary sheets in Appendix D. The 85th percentile speed and the above factors were considered in verifying existing speed limits and recommending speed limit changes (increase or decrease). Additionally, discussions were held with City staff in making decisions with respect to changing existing speed limits. This allowed for consideration of any special knowledge of the segment. The Speed Zone Survey — Accident Survey Analysis in Table 1 lists the total number of accidents, calculated accident rate, and the expected accident rate. Table 2 shows the surveyed road segments with posted and recommended speed limits. 10 • Albert Grover & Associates 4.1 Speed Limit Si¢nine Survey Findings and Recommendations All California motorists are required to know the basic 15, 25, and 65 MPH speed laws and are tested on the subject when applying for a driver's license. The maximum speed limit on most California highways is 65 mph. You may drive 70 mph where posted. Unless otherwise posted, the maximum speed limit is 55 mph on two-lane undivided highways and for vehicles towing trailers. Consequently, speed limit signs covering these conditions need not be posted on City streets. However, although not required by law, speed limit signs for these situations may be posted on streets that have significant daily vehicular traffic volumes, a by-pass traffic situation, the continued violation of a residential 25 MPH speed zone, or with other applicable warrants. It is normal policy to recommend the posting of speed limit signs only of streets that have been covered by the City speed limit ordinance or by warranted situations covered above. Speed limit signs should be installed at about one-half mile intervals on the City streets which have been speed zoned. Signs are normally installed on the exit side of traffic signal controlled intersections and the more important intersections where there is high side street vehicle entry. It is important that motorists be given adequate information while not oversigning, which tends to confuse the motorist. Enforcement problems can occur when, (a) the highway is posted with inappropriate speed limit • signs, (b) the highway is improperly or inadequately posted; or, (c) the highway is not posted nor covered by ordinance and therefore falls under the basic speed law. In any of these events, the result is a debatable validity that may be questioned in court cases where citations are issued and contested. 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U pU p9 i a Y O 9 O c O 7 U 6 9 _ C s C C v°i y h v 'v. ii ufii vo, ti y • • Z Z Z Z Z Z Z Z Z - = Z Z Z Z Z Z z-' - Z Z Z Z E eR E P r1 4 N N O 4 m � N V 4 4 4 4 0 VOi O O N N N V P P Q n1 m � v m � m N Q b P b O m m b m O m b P� N V e4h b m �p C Q 4 N p NI M M .1 Q P O N 0� yy V n n Al e E P (b'1 Q N 4 P 4 4 4 4 m m O Yl 4^ 4 ! 4 h m b„ b P 9 4 '^ N P O rya '^ I O O 4 4 Y N N U N N N N N N N N rl N H N N N N N G N N t0\! N Oi4 N N N N O N N N O O O O N N N C ( OV O P P O e1 t1 N N P eel N � e 3 3 ' m m m 'z m 3 m m m m m m m m 3 zz z z zz z zz zz zz z z w U ° c d � Vi C E x_ .r2 _t 2 R- o ° b y �� x >y o jos„ro V N uzr a O y�2>"> W O m Y y 6_ a a p ° D 6111 Y o aR 9O FL E a Q p O O ❑ Z 1 f3I Q 9 t e 'O 3 0 ° .E .3 � 0 3 � � t] § � o r g❑ w T 0 0 0 u�_ E m °r cog a• z" E c 3 � �� r S � rgo >' Albert Grover & Associates Summary and Conclusions • SECTION 5.0 SUMMARY AND CONCLUSIONS 1. The radar survey and the raw data collection was conducted per CVC Section 627. 2. A total of 201 sections on the City's arterial, collector, and feeder roadway network were surveyed. 3. The accident rate (Table 1) for the majority of the street segments is well below the expected accident rate obtained from the latest California State Department of Transportation for various types of roadway facilities. 4. It was concluded that speed limits on arterial and collector roadways in the City of Santa Clarita should be increased, decreased, or established as follows: • • INCREASES TO EXISTING PRIMA FACIE SPEED LIMITS Existing/ Street From To Recommended Speed Limit Bouquet Canyon Road Urbandale Avenue Steve Jon Street 45/50 Centre Pointe Parkway Golden Triangle Road Golden Valley Road 35/40 Constellation Road I Kelly Johnson Parkway I Hercules Street I 40/45 Copper Hill Drive i Buckhom Lane i David Way i 40/45 Dickason Drive Newhall Ranch Road 't Decoro Drive 35/40 Hercules Street Kelly Johnson Parkway Constellation Road 35/45 Ruether Avenue Centre Pointe Parkway Soledad Canyon Road 35/40 Siena Highway ; South City Limit Newhall Avenue 50/55 Sierra Highway Scherzinger Lane i Campus Exit 45/50 Soledad Canyon Road Bouquet Canyon Road Commuter Way 45/50 Soledad Canyon Road ;Anne Freda Street SR -14 On/Off Ramps 45/50 Vanderbilt Way Avenue Stanford '; Newhall Ranch Road 35/40 Via Princessa Via Pacifica Oak Ridge Drive 40/45 Whites Canyon Road Soledad Canyon Road i North City Limit 40/45 Wiley Canyon Road Via Pacifica Orchard Village Road 40/45 18 • C Albert Grover & Associates Summary and Conclusions DECREASES TO EXISTING PRIMA FACIE SPEED LIMITS Existing/ Street From To Recommended Speed Limit 16°i Street Newhall Avenue Orchard Village Road 40/35 West Rye Canyon Road Aurora Drive Kelly Johnson Pkwy Newhall Ranch Road 35/30 Avenue Stanford Vanderbilt Way Rye Canyon Road 50/45 Baywood Lane i McBean Parkway Brookings Court ! 30/25 Camp Plenty Road i Soledad Canyon Road Newhouse Street E 30/25 Citrus Street Valencia Boulevard Magic Mountain Pkwy 40/35 Golf Course Road Tournament Road Lochmoor Road 35/30 Lyons Avenue Avenida Rotella Railroad Avenue 40/35 Street NEW ESTABLISHED PRIMA FACIE SPEED LIMITS From To Recommended Speed Limit Fumivall Avenue I Soledad Canyon Road Santa Clara Street 25 Golden Valley Road Via Princessa SR -14 Ramps 45 Honby Avenue Soledad Canyon Road Santa Clara Street 30 Lost Canyon Road Golden Valley Road City Limit 40 Main Street Lyons Avenue ' Newhall Avenue 25 Newhall Avenue Main Street Railroad Avenue 30 Oak Avenue Soledad Canyon Road Santa Clara Street 25 Pine Street Market Street Newhall Avenue 35 Santa Clara Street j Honby Avenue Oak Avenue 25 Soledad Street Honby Avenue Oak Avenue 30 Technology Drive Avenue Stanford Avenue Hall 25 Valley Center Drive Soledad Canyon Road Golden Valley Road 40 Via Princessa End of Street i Rainbow Glen Drive 40 Via Princessa North City Limit End of Street 45 ftje Smu Cls MMI SRepomTe and 19 0 • Speed Zoning Regulations from Caltrans California MUTCD (January 13, 2012) and Definition of Terms 0 P P E N D I X 0 Califomia MUTCD 2012 Edition (FHWA's MUfCD 2009 Edition, as amended for use in California) Page 141 a4 If used, the Overhead Pedestrian Crossing sign shall be placed over the roadway at the crosswalk location. os An In -Street or Overhead Pedestrian Crossing sign shall not be placed in advance of the crosswalk to educate road users about the State law prior to reaching the crosswalk, nor shall it be installed as an educational display that is not near any crosswalk. Guidance: ob If an island (see Chapter 31) is available, the In -Street Pedestrian Crossing sign, if used, should be placed on the island. Option: m If a Pedestrian Crossing (W 11-2) warning sign is used in combination with an hi -Street or an Overhead Pedestrian Crossing sign, the WI 1-2 sign with a diagonal downward pointing arrow (W16 -71p) plaque may be post -mounted on the right-hand side of the roadway at the crosswalk location. Standard: o8The In -Street Pedestrian Crossing sign and the Overhead Pedestrian Crossing sign shall not be used at signalized locations. ov The STOP FOR legend shall only be used in States where the State law specifically requires that a driver must stop for a pedestrian in a crosswalk. ioThe In -Street Pedestrian Crossing sign shall have a black legend (except for the red-ST04Lff YIELD sign symbols) and border on a white background, surrounded by an outer yellow or fluorescent yellow - green background area (see Figure 211-2). The Overhead Pedestrian Crossing sign shall have a black legend and border on a yellow or fluorescent yellow -green background at the top of the sign and a black legend and border on a white background at the bottom of the sign (see Figure 2B-2). u Unless the In -Street Pedestrian Crossing sign is placed on a physical island, the sign support shall be designed to bend over and then bounce back to its normal vertical position when struck by a vehicle. Support: • 12 The Provisions of Section 2A.18 concerning mounting height are not applicable for the In -Street Pedestrian Crossing sign. Standard: u The top of an In -Street Pedestrian Crossing sign shall be a maximum of 4 feet above the pavement surface. The top of an In -Street Pedestrian Crossing sign placed in an island shall be a maximum of 4 feet above the island surface. Option: 14 The In -Street Pedestrian Crossing sign may be used seasonably seasonally to prevent damage in winter because of plowing operations, and may be removed at night if the pedestrian activity at night is minimal. is In -Street Pedestrian Crossing signs, Overhead Pedestrian Crossing signs, and Yield Here To (Step Here rail Pedestrians signs may be used together at the same crosswalk. Section 2B.13 Speed Limit Sian (R2-1) Support: to The setting of speed limits can be controversial and requires a rational and defensible determination to maintain public confidence. Speed limits are normally set near the 85th -percentile speed that statistically represents one standard deviation above the average speed and establishes the upper limit of what is considered reasonable and prudent. As with most laws, speed limits need to depend on the voluntary compliance of the greater majority of motorists. Speed limits cannot be set arbitrarily low, as this would create violators of the majority of drivers and would not command the respect of the public. Standard: of Speed zones (other than statutory speed limits) shall only be established on the basis of an engineering and traffic survey (ESTS) stady that has been performed in accordance with traffic engineering practices. The engineering study shall include an analysis of the current speed distribution of free-flowing vehicles. oz The Speed Limit (R2-1) sign (see Figure 2B-3) shall display the limit established by law, ordinance, regulation, or as adopted by the authorized agency based on the engineering study. The speed limits displayed shall be in multiples of 5 mph. • Chapter 2B — Regulatory Signs, Barricades, and Gates January 13, 2012 Part 2 — Signs T California MUTCD 2012 Edition Page 142 • WHWA's MUTCD 2009 Edition, as amended for use in California) in Speed Limit (R2.1) signs, indicating speed limits for which posting is required by law, shall be located at the points of change from one speed limit to another. o4 At the downstream end of the section to which a speed limit applies, a Speed Limit sign showing the neat speed Wait shall be installed. Additional Speed Limit signs shall be installed beyond major Intersections and at other locations where it Is necessary to remind road users of the speed limit that is applicable. o5 Speed Limit signs indicating the statutory speed limits shall be installed at entrances to the State and, where appropriate, at jurisdictional boundaries in urban areas. Support: o6 In general, the maximum speed limits applicable to rural and urban roads are established A. Statutorily — a maximum speed limit applicable to a particular class of road, such as freeways or city streets, that is established by State law; or B. As altered speed zones — based on engineering studies. m State statutory limits might restrict the maximum speed limit that can be established on a particular road, notwithstanding what an engineering study might indicate. Option: os IF..: isdieti n has a el:ey of installing Speed 4,is4t signs in 4,:sweerdanee with statefefy a-1.. Oft neighborhood, ,^ - J, e e.-l.w..1 ..ide-.:unless ethefwise r ....steel, a GFE)A /TTr (R2 Sell); AT I!`HBORi QQD (R2 CLD)or RESTTIFHITI A I (R2 Sell) plaque may be ...e.mted above the Speed Limit sign And An 14M_999 999 QT'L 4WISE POSTED (R2 GD\ plaque may be mounted below the Speed Limit sign C , plaque r o Figure 2B 3). Guidance. os A Reduced Speed Limit Alread (W3-5 or W3 -5a) sign (see Section 2C.38) should be used to inform road users of a reduced speed Zone where the speed limit is being reduced by more than 10 mph, or where engineering • judgment indicates the need for advance notice to comply with the posted speed limit ahead io States and local agencies should conduct engineering studies at least once every 5, 7 or 10 years, in compliance with CVC Section 40802 to reevaluate non -statutory speed limits on segments of their roadways that have undergone significant changes since the last review, such as the addition or elimination ofparking or driveways, changes in the number of travel lanes, changes in the configuration of bicycle lanes, changes in traffic control signal coordination, or significant changes in tragic volumes. u No more than three speed limits should be displayed on any one Speed Limit sign or assembly. 12 ffee floising maffi&. Standard: 12.When a speed limit is to be posted, it shall be established at the nearest 5 mph increment of the 85th -percentile speed of free-flowing traffic, except as shown in the two Options below. Option: 1. The posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th -percentile speed, in compliance with CVC Sections 627 and 22358.5. See Standard below for documentation requirements. 2. For cases in which the nearest 5 mph increment of the 85th -percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 21400(f). Standard: 12b If the speed limit to be posted has had the 5 mph reduction applied, then an EBTS shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer. The reasons for the lower speed limit shall be in compliance with CVC Sections 627 and 22358.5. Support: 12c The following examples are provided to explain the application of these speed limit criteria: A. Using Option i above and first step is to round down: If the 8511 percentile speed in a speed survey for a location was 37 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. As indicated by the option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if the Chapter 2B — Regulatory Signs, Barricades, and Gates January 13, 2012 Part 2 — Signs • California MUTCD 2012 Edition UHWA's MUTCD 2009 Edition, as amended for use in California) Page 143 conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer. B. Using Option 1 above and first step is to round up: If the 85e percentile speed in a speed survey for a location was 33 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed. As indicated by the option, this 35 mph speed limit could be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer. C. Using Option 2 above and first step is to round up: If the 85th percentile speed in a speed survey for a location was 33 mph, instead of rounding up to 35mph, the speed limit can be established at 30mph, but no further reductions can be applied (which is allowed in the two examples above). Standard: ,2d Examples 1 and 2 for establishing posted speed limits shall apply to engineering and traffic surveys (E&TS) performed on or after July 1, 2009 in accordance with the Department's Traffic Operations Policy Directive Number D9.04 dated June 29, 2009. Option: 12e After January 1, 2012, Example 3 may be used to establish speed limits. Refer to CVC 21400(f). Support: i2r Any existing E&TS that was performed before July 1, 2009 in accordance with previous traffic control device standards is not required to comply with the new criteria until it is due for reevaluation per the 5, 7 or 10 year criteria. 13 Speed studies for signalized intersection approaches should be taken outside the influence area of the traffic control signal, which is generally considered to be approximately 112 mile, to avoid obtaining skewed results for the 85,n -percentile speed Support: 14 Advance warning signs and other traffic control devices to attract the motorist's attention to a signalized • intersection are usually more effective than a reduced speed limit zone. Guidance: is An advisory speed plaque (see Section 2C.08) mounted below a warning sign should be used to want road users of an advisory speed for a roadway condition. A Speed Limit sign should not be used for this situation. Option: is Other factors that may be considered when establishing or reevaluating speed limits are the following: A. Road characteristics, shoulder condition, grade, alignment, and sight distance; B. The pace; C. Roadside development and environment; D. Parking practices and pedestrian activity; and E. Reported crash experience for at least a 12 -month period. n Two types of Speed Limit signs may be used: one to designate passenger car speeds, including any nighttime information or minimum speed limit that might apply; and the other to show any special speed limits for trucks and other vehicles. is A changeable message sign that changes the speed limit for traffic and ambient conditions may be installed provided that the appropriate speed limit is displayed at the proper times. iv A changeable message sign that displays to approaching drivers the speed at which they are traveling may be installed in conjunction with a Speed Limit sign. Guidance: golf a changeable message sign displaying approach speeds is installed, the legend YOUR SPEED XX MPH or such similar legend should be displayed The color of the changeable message legend should be a yellow legend on a black background or the reverse of these colors. Support: 21 Advisory Speed signs and plaques are discussed in Sections 2C.08 and 2C.14. Temporary Traffic Control Zone Speed signs are discussed in Part 6. The WORK ZONE (G20-5aP) plaque intended for installation above a Speed Limit sign is discussed in Section 6F.12. School Speed Limit signs are discussed in Section 7B.15. • Chapter 2B —Regulatory Signs, Barricades, and Gates January 13, 2012 Pan 2 — Signs • California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Page 144 22 Speed limits in California are governed by the California Vehicle Code (CVC), Sections 22348 through 22413; also, pertinent sections are found in Sections 627 and 40802 and others referenced in this section. See Section 1A.11 for information regarding this publication. 23 Refer to Part 6, Section 6C.01 for speed limit signs in temporary traffic control zones. Refer to Part 7 for speed limit signs in school areas. Engineering and Traffic Survey UTSl Support: 24 CVC Section 627 defines the term 'Engineering and traffic survey' and lists its requirements. Standard: 2e An engineering and traffic survey (EBTS) shall include, among other requirements deemed necessary by the department, consideration of all of the following: A. Prevailing speeds as determined by traffic engineering measurements. B. Collision records. C. Highway, traffic, and roadside conditions not readily apparent to the driver. Guidance: za The EBTS should contain sufficient information to document that the required three items of CVC Section 627 are provided and that other conditions not readily apparent to a driver are lompedy identified. n Prevailing speeds are determined by a speed zone survey. A speed zone survey should include: A. The intent of the speed measurements is to determine the actual speed of unimpeded traffic. The speed of traffic should not be altered by concentrated law enforcement, or other means, just prior to, or while taking the speed measurements. B. Only one person is required for the field work. Speeds should be read directly from a radar or other electronic speed measuring devices; or, C. Devices, other than radar, capable of accurately distinguishing and measuring the unimpeded speed of free flowing vehicles may be used. D. A location should be selected where prevailing speeds are representative of the entire speed zone section. If speeds vary on a given route, more than one speed zone section may be required, with separate measurements for each section. Locations for measurements should be chosen so as to minimize the effects of traffic signals or stop signs. E Speed measurements should be taken during off-peak hours between peak traffic periods on weekdays. If there is difficuRy in obtaining the desired quantity, speed measurements may be taken during any period with free flowing traffic. F. The weather should be fair (dry pavement) with no unusual conditions prevailing. G. The surveyor and equipment should not affect the traffic speeds. For this reason, an unmarked car is recommended, and the radar speed meter located as inconspicuously as possible. H. In order for the sample to be representative of the actual traffic flow, the minimum sample should be 100 vehicles in each survey. In no case should the sample contain less than 50 vehicles. I, Short speed zones of less than 0.5 mile should be avoided, except in transition areas. J. Speed zone changes should be coordinated with changes in roadway conditions or roadside development. K. Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable. L. Speed zoning should be coordinated with adjacent jurisdictions. Support: 28 Physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to the driver, in the absence of other factors, would not require special downward speed zoning. Refer to CVC 22358.5. Option: 29 When qualifying an appropriate speed limit, local authorities may also consider all of the following findings: A. Residential density, 'd any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district: 1. Upon one side of the highway, within 0.25 mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures. Chapter 2B — Regulatory Signs, Barricades, and Cates Part 2 — Signs January 13, 2012 • • 0 California MUTCD 2012 Edition (EHWA's MUTCD 2009 Edition, as amended for use in California) Page 145 2. Upon both sides of the highway, collectively, within a distance of 0.25 mile the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures. 3. The portion of highway is larger than 0.25 mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph a or b. B. Pedestrian and bicyclist safety. 3o The following two methods of conducting E&TS may be used to establish speed limits: 1. State Highways - The E&TS for State highways is made under the direction of the Department of Transportation's District Traffic Engineer. The data includes: a. One copy of the Example of Speed Zone Survey Sheet (See Figure 28-101(CA)) showing: a A north arrow a Engineers station or post mileage a Limits of the proposed zones a Appropriate notations showing type of roadside development, such as "scattered business," "solid residential," etc. Schools adjacent to the highway are shown, but other buildings need not be plotted unless they are a factor in the speed recommendation or the point of termination of a speed zone. • Collision rates for the zones involved a Average daily traffic volume a Location of traffic signals, signs and markings a If the highway is divided, the limits of zones for each direction of travel a Plotted 85th percentile and pace speeds at location taken showing speed profile b. A report to the District Director that includes: a The reason for the initiation of speed zone survey. a Recommendations and supporting reasons. a The enforcement jurisdictions involved and the recommendations and opinions of those officials. The stationing or reference post in mileage at the beginning and ending of each proposed zone and any intermediate equations. Location lies must be given to readily identifiable physical features. 2. City and County Through Highways, Arterials, Collector Roads and Local Streets. a. The short method of speed zoning is based on the premise that a reasonable speed limit is one that conforms to the actual behavior of the majority of motorists, and that by measuring motorists'speeds, one will be able to select a speed limit that is both reasonable and effective. Other factors that need to be considered include but are not limited to: the most recent two-year collision record, roadway design speed, safe stopping sight distance, superelevation, shoulder conditions, profile conditions, intersection spacing and offsets, commercial driveway characteristics, and pedestrian traffic in the roadway without sidewalks. b. Determination of Existing Speed Limits - Figures 2B-103(CA) & 2B-104(CA) show examples of data sheets which may be used to record speed observations. Specific types of vehicles may be tallied by use of letter symbols in appropriate squares. 31 In most situations, the short form for local streets and roads will be adequate; however, the procedure used on State highways may be used at the option of the local agency. Guidance: 32 The factors justifying a reduction below the 8501 percentile speed for the posted speed limit are the same factors mentioned above. Whenever such factors are considered to establish the speed limit, they should be documented on the speed zone survey or the accompanying engineering report. 33 The establishment of a speed limit of more than 5 mph below the 850 percentile speed should be done with great care as studies have shown that establishing a speed limit at less than the 8P percentile generally results in an increase in collision rates; in addition, this may make violators of a disproportionate number of the reasonable majority of drivers. Support: 34 Generally, the most decisive evidence of conditions not readily apparent to the driver surface in collision histories. 35 Speed limits are established at or near the 85", percentile speed, which is defined as that speed at or below which 85th percent of the traffic is moving. The 85th percentile speed is often referred to as the critical speed. Pace speed is defined as the 10 mph increment of speed containing the largest number of vehicles (See Figure 2B-102(CA)). The lower limit of the Chapter 2B — Regulatory Signs, Barricades, and Gates Part 2 — Signs January 13, 2012 11 • California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Page 146 pace is plotted on the Speed Zone Survey Sheets as an aid in determining the proper zone limits. Speed limits higher than the 85b^ percentile are not generally considered reasonable and prudent. Speed limits below the 85t' percentile do not ordinarily facilitate the orderly movement of traffic and require constant enforcement to maintain compliance. Speed limits established on the basis of the 850 percentile conform to the consensus of those who drive highways as to what speed is reasonable and prudent, and are not dependent on the judgment of one or a few individuals. 36 The majority of drivers comply with the basic speed law. Speed limits set at or near the 85th percentile speed provide law enforcement officers with a limit to cite drivers who will not conform to what the majority considers reasonable and prudent. Further studies show that establishing a speed limit at less than the 85U percentile (Critical Speed) generally results in an increase in collision rates. Option: 37 When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, as indicated in collision records, speed limits somewhat below the 85th percentile may be justified. Concurrence and support of enforcement officials are necessary for the successful operation of a restricted speed zone. Guidance: 3o Speed zones of less than 0.5 mile and short transition zones should be avoided. Shane Standard: 3g The Speed Limit (R2.1) sign shall be used to give notice of a prima facie or maximum speed limit except as provided under Prima Facie Speed Limits in CVC 22352. 40 When used, the TRUCKS, 3 AXLES OR MORE 55 MAXIMUM (R6.3(CA)) sign shall be installed approximately 750 feet following each 112.1 sign. 41 The ALL VEHICLES WHEN TOWING 55 MAXIMUM (R6-4(CA)) sign shall be installed approximately 750 feet following the R6-3(CA) sign. Guidance: 42 The R6-3(CA) and R6-4(CA) signs should be placed on highway segments where speeds in excess of 55 mph are permitted. Option: 43 The existing AUTOS WITH TRAILERS, TRUCKS 55 MAXIMUM (R6-1(CA))sign may remain in place until it is knocked down, damaged, stolen, vandalized, or otherwise reaches the end of its useful life. 44 The local California Highway Patrol office may be consulted to identify highway segments where enforcement is an issue. On these segments early replacement of existing R6-1(CA) signs may be necessary. Support: 45 Refer to CVC Section 22406 for types of vehicles subject to the 55 mph maximum speed limit. Option: 46 The Speed Zone Ahead (R2-4(CA)) sign (see Figure 2B-3(CA)) may be used to inform the motorist of a reduced speed zone. Standard: 47 The R2.4(CA) sign shall always be followed by a Speed Limit (R2-1) sign installed at the beginning of the zone where the reduced speed limit applies. 4a The End Speed Limit (R3(CA)) sign shall only be used to mark the end of a speed zone. 49 The R3(CA) sign shall not be used at a transition into a change in speed limits within a reduced zone. Option: 5o The R3(CA) sign (see Figure 2B-3(CA)) may be used with the TRUCK (M44) plaque to mark the end of truck speed zones on descending grades. Standard: 51 Speed limit signs shall be placed at the beginning of afl restricted speed zones. Option: 52 Where speed zones are longer than 1 mile, intermediate signs may be placed at approximate 1 mile intervals. For three or more lanes in each direction, dual installation may be used. Chapter 2B — Regulatory Signs, Barricades, and Gates Part 2 — Signs January 13, 2012 • • • California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, w amended for use in California) Paee 147 Standard: s3 The Speed Limit (R2.1) and End Speed Limit (R3(CA)) signs, as appropriate shall be placed at the end of all restricted speed zones. st Freeways with 65 mph and those segments where a speed limit of 70 mph has been approved by the Department of Transportation, with approval by the California Highway Patrol, shall be posted as follows: • At the segment entrance, R2.1 signs shall be installed right of traffic off of the right shoulder. • R2.1 signs shall also be installed off of the right shoulder only, throughout the segment, at a maximum of 25 mile intervals. Option: •The 25 mile interval may be modified to include locations following entrance ramps. Standard: • The R6.3(CA) sign (see Figure 2B-3(CA)) shall be installed approximately 750 feet following each 112-1 sign, both at the beginning and throughout each 60, 65 or 70 mph segment. • The R64(CA) sign (see Figure 283(CA)) shall be installed approximately 750 feet following each R6-3(CA) sign. Option: • The SLOWER TRAFFIC KEEP RIGHT (134-3) signs may be installed at locations where there is a tendency of the motorists to drive in the left-hand lane(s) below the normal speed of traffic Standard: • Signs shall be placed in protected locations. • At the end of the 70165 mph segment, R2-1 signs shall be installed off of the right shoulder. 55 Freeway segments where a 55 mph speed limit has been approved by the Department of Transportation, with the approval of the California Highway Patrol, shall be posted as follows: • The beginning of the segment shall be posted with an R2.1 sign installed on the right shoulder and left shoulder where the median is of sufficient width to permit sign maintenance without lane closures. Guidance: • Subsequent signs should then be pasted on the right shoulder, on approximate 3 mile intervals, with no more than 3 interchanges between signs. • At the end of the segment, an R2-1 sign with the appropriate number for the next speed limit should be posted on the right shoulder. se Conventional highways with 55 mph speed limits should be posted as follows: Standard: • The beginning of the segment shall be posted with an R2.1 sign installed on the right shoulder. Guidance: • Subsequent signs should then be posted on approximate 5 to 10 mile intervals and immediately after locations where significant volumes of traffic enter the segment. • At the end of the segment, an R2.1 sign with the appropriate number for the next speed limit should be posted on the right shoulder. Conventional highways with 65 mph speed limits should be posted as follows: • The beginning of the segment should be posted with an R24 sign installed on the fight shoulder. • Subsequent signs should then be posted at 5 to 10 mile intervals and after locations where significant volumes of traffic enter the segment. • At the end of the segment, an R24 sign with the appropriate number for the next speed limit should be posted on the right shoulder. Option: 57 Pavement markings with appropriate numerals (see Section 38.21) may be used to supplement speed limit signs. Standard: 5s The R2.1 and R6.3(CA) and R6.4(CA) signs giving maximum statewide speed limits for various types of vehicles shall be installed on all State highways near the points of entrance into California. Chapter 2B — Regulatory Signs, Barricades, and Gates Part 2 — Signs January 13,201? • California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Page 148 Guidance: 59 The R2-1 and R6-3(CA) and R64(CA) signs should be placed in a location to be most effectively viewed by the approaching motorists. Standard: 6o Speed Limit (112.1) signs shall be installed throughout segments of freeway with posted speed limits of 65 mph or 70 mph at a maximum of 25 mile intervals. Option: 61 The 25 mile interval may be modified to include locations following entrance ramps. Standard: 62 Speed Limit (R2.1) signs shall be installed throughout segments of conventional highways with a posted speed limit of 65 mph at 5 mile to 10 mile intervals. 63 Speed Limit (R2.1) signs shall be installed throughout segments of freeway with a posted speed limit of 55 mph at approximately 3 mile intervals with no more than 3 interchanges between signs. 64 Speed Limit (112.1) signs shall be installed throughout segments of conventional highways with a posted speed limit of 55 mph at 5 mile to 10 mile intervals. Speed Enforced Signs Option: 65 The SPEED ENFORCED BY RADAR (R48(CA)) sign (see Figure 2B-3(CA)) may be used where the California Highway Patrol has received authority to use radar and requests such signs. Guidance: 66 One sign should be used in each direction at the beginning of the segment of roadway, and at intervening major route intersections, where radar enforcement is in effect. Support: 67 The R48(CA) sign is a stand-alone sign intended to alert motorists that speed is enforced by radar on a particular • segment of roadway. Option: 6a The RADAR ENFORCED (R48-1(CA))sign (see Figure 2B-3(CA)) may be used in combination with the Speed Limit (R2- 1) sign on any roadway where law enforcement has the authority to use radar. Guidance: 69 When used, the R48-1(CA) sign should be placed below the R24 sign, at the beginning of the segment of roadway and at intervening major intersections, where radar enforcement is in effect. Option: ro The SPEED ENFORCED BY AIRCRAFT (R48-2(CA)) sign (see Figure 2B-3(CA)) may be placed, when requested by the California Highway Patrol, on sections of highway regularly patrolled by aircraft. Standard: n The R48.2(CA) sign shall be used for both directions of travel. Guidance: 72 The R48-2(CA) sign should be placed at the beginning of the section and spaced at 25 mile intervals. See Figure 38- 105(CA). Vehicle Speed Feedback Signs Option: 73 A Vehicle Speed Feedback sign that displays to approaching drivers the speed at which they are traveling may be installed in conjunction with a Speed Limit (R2-1) sign. Standard: • 74 If a Vehicle Speed Feedback sign displaying approach speeds is installed, the legend shall be YOUR SPEED XX. The numerals displaying the speed shall be white, yellow, yellow -green or amber color on black background. When activated, lights shall be steady -burn conforming to the provisions of CVC Sections 21466 and 21466.5. Vehicle Speed Feedback signs shall not alternatively be operated as variable speed limit signs. Chapter 213 — Regulatory Signs, Barricades, and Gates Part 2 — Signs January 13, 2012 E California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Page 149 Guidance: 7s To the degree practical, numerals for displaying approach speeds should be similar font and size as numerals on the corresponding Speed Limit (R2-1) sign. Option: 76 When used, the Vehicle Speed Feedback sign may be mounted on either a separate support or on the same support as the Speed Limit (R2-1) sign. T7 In lieu of lights, legend may be retroreflective film for flip -disk systems. 76 The legend YOUR SPEED may be white on black plaque located above the changeable speed display. Support: 79 Driver comprehension may improve when the Vehicle Speed Feedback Sign is mounted on the same support below the Speed Limit (R2-1) sign. eo Vehicle Speed Feedback Signs are appropriate for use with advisory speed signs and with temporary signs in temporary traffic control zones. Basic Speed Law and Prima Facie Speed Limits — See CVC 22350 & 22352 Support: 81 The basic speed law states "No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property." Standard: e2 Prima facie speed limits are specific limits and shall apply unless changed based upon an engineering and traffic survey (E&TS) and signs are posted that display the new speed limit. Option: 63 Prima facie speed limits may be preempted by the basic speed law, when roadway, traffic or weather conditions warrant a lower speed. • Use of Metric System Designations — See CVC 21351.3 Option: B4 Dual units for speed limits on signs may be placed on local streets and roads in both Metric and English units. Guidance: 65 If used, dual unit speed limits should be rounded to the nearest 10 km/h for Metric and 5 mph for English units for posting on signs on local streets and roads. Support: e6 Refer to AASHTO's Traffic Engineering Metric Conversion Factors. See Section 1A.11 for information regarding this publication. Standard: e7 Metric speed limits shall not be placed on State highways. For use in this California MUTCD, 70 mph shall be shown as a metric equivalent of 110 kmlh, neither of which shall be used on any local street or road. Legal Authority for Establishing Speed Limits Support: 66 Delegation of legal authority to set speed limits on State highways is given to Department of Transportation's District Directors, The District Director of each transportation district is authorized to issue orders regulating the speed of traffic, up to 65 mph on State highways. The Director of the Department of Transportation retains the authority to approve variable, minimum, and maximum speeds up to 70 mph on State freeways. Standard: es The speed limits shown in Table 2B-101(CA) shall apply, unless changed upon the basis of an engineering and traffic survey (E&TS). Option: so The speed limits shown in Table 2B-102(CA) may apply, unless changed upon E&TS. Chapter 2B — Regulatory Signs, Barricades, and Gates Par 2 — Signs January 13, 2012 • California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Page 150 Variable Speed Limits on Freeways • See CVC 22355 Option: st The following speed limits may apply: • Whenever the Department of Transportation determines based upon an engineering and traffic survey (E&TS) that the safe and orderly movement of traffic upon any freeway segment will be facilitated by the establishment of variable speed limits. • The Department may erect, regulate, and control signs upon the state highway which is a freeway, or any portion thereof, which, if used, signs shall be designed to permit display of different speeds at various times of the day or night. • Such signs need not conform to the standards & specifications per CVC 21400, but if used, shall be of sufficient size and clarity to give adequate notice of the applicable speed limit. Minimum Speed Limits on State Highways - See CVC 22400 Option: 92 The following speed limits may apply: • Whenever the Department of Transportation determines based upon an engineering and traffic survey (E&TS) that slow speeds on any part of a state highway consistently impede the normal and reasonable movement of traffic, the Department may determine and declare a minimum speed limit. Appropriate signs giving notice shall then be installed on that segment. • A motorist can be cited for stopping or impeding the normal and reasonable movement of traffic unless the stop is necessary for safe operation and in compliance with the law. Speed Traps Support: 99 Refer to CVC 40802 for Speed Traps. Standard: 94A speed trap shall not apply to a local street, road, or school zone. • es A section of highway shall be defined as a speed trap if the prima facie speed limit is not justified by an engineering and traffic survey (E&TS) within five years, and the enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. ss This time provision shall be extended to seven years when using radar and all of the following criteria are met: • The arresting officer has successfully completed a minimum of 24 hours of certified radar operator course training. • The radar used to measure the speed meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within three years of the alleged violation. s7 This time provision shall be extended to seven years when using laser or other electronic device (other than radar) and all of the following criteria are met: • The arresting officer has successfully completed a minimum of 24 hours of certified radar operator course training. • The arresting officer has successfully completed a minimum of 2 hours of additional approved certified training. • The radar used to measure the speed meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within three years of the alleged violation. Option: se This time provision for an E&TS may be extended to ten years when all of the above conditions are met and no significant changes in roadway or traffic conditions have occurred, including changes in adjoining property or land use, roadway width, or traffic volume as determined by a registered engineer. Truck Speed Zone on Descending Grades Guidance: ss Highway descending grades, if used forposting TRUCK Speed Limit signs (R2-1 and M4-4) for trucks travelling downhill, should have recorded incident history of runaway commercial vehicles. Descending grades shorter than 1 mile should be • avoided for posting signs because deceleration of vehicles due to braking action can generally provide sufficient control on descending grades of less than 1 mile. Chapter 2B — Regulatory Signs, Barricades, and Gates January 13, 2012 Part 2 — Signs C California MUTCD 2012 Edition THWA's MUTCD 2009 Edition, as amended for use in California) Page 151 Support: too To establish a downhill truck speed limit, a physical profile showing length and gradient and a downhill speed profile for three or more axle commercial vehicles with a gross rating of 10,000 lbs. or more will be provided. Standard: iol Speed profiles for truck speed limits shall be prepared on the same form as other speed surveys. An analysis of collisions involving trucks shall be prepared. Guidance: toe Posted speeds should be on the low side of the scale, generally within the pace of loaded commercial vehicles. Standard: 103 If warranted, the Department of Transportation's District Director shall issue a standard speed zone order. Support: too Posting of the regulation will be by placement of a standard 36 x 45 inch Speed Limit (R2-1) sign with a TRUCK (M44) plate above. Standard: los A standard End Speed Limit (R3(CA)) sign with TRUCK (M4.4) plate shall be posted at the end of the truck zone when appropriate. Speed Zones in Temporary Traffic Control Areas Support: ,os For signing and establishing speed zones in temporary traffic control areas, refer to Section 6C.01 in Part 6. Section 2B.14 Truck Speed Limit Plaque (R2 -2P) Standard: at Where a special speed limit applies to trucks or other vehicles, the legend TRUCKS XX or such similar legend shall be displayed below the legend Speed Limit XX on the same sign or on 8 SePBFHte R2 2P plaque (see NpFe 29 3) below the standard legend-. • 02 The Truck Speed Limit (R2.2) sign shall not be used in California. The TRUCK (M44) plaque placed above the Speed Limit (R2.1) sign shall be used instead. 03 The TRUCK (M4.4) plaque shall be placed above the Speed Limit (R2.1) sign to indicate the truck speed limit. It shall also be placed above the End Speed Limit (R3(CA)) sign to mark the end of truck speed limits. Support: w Refer to Section 26.13 for more details. Section 2B.15 Nieht Speed Limit Plaque (R2 -3P) Standard: m Where different speed limits are prescribed for day and night, both limits shall be posted. Guidance: o2 Night Speed Limit (R2 -3P) plaque (see Figure 213-3) should be reversed using a white retroreflectorized legend and border on a black background. Option: 03 A Night Speed Limit plaque may be combined with or installed below the standard Speed Limit (R2-1) sign. Support: a Refer to CVC 22355. Section 2B.16 Minimum Speed Limit Plaque (R24P) Standard: of A Minimum Speed Limit (R24P) plaque (see Figure 2B-3) shall be displayed only in combination with a Speed Limit sign. Option: o2 Where engineering judgment determines that slow speeds on a highway might impede the normal and • reasonable movement of traffic, the Minimum Speed Limit plaque may be installed below a Speed Limit (R2-1) Chapter 2B — Regulatory Signs, Barricades, and Gates January 13, 2012 Part 2 — Signs California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Page 152 sign to indicate the minimum legal speed. If desired, the Speed Limit sign and the Minimum Speed Limit plaque may be combined on the R2 -4a sign (see Figure 2B-3). Support: I w Refer to CVC 22400. Section 2B.17 Higher Fines Signs and Plaque (R2 -61P, R2-10, and R2-11) Standard: of If increased tines are imposed for traffic violations within a designated zone of a roadway, a BEGIN MIGHEI✓ DOUBLE FINES ZONE (R2-10) sign (see Figure 2B-3) or a FINES 14IC14PR DOUBLE (112-61) plaque (see Figure 2B-3) shall be used to provide notice to road users. If used, the FINES I CHER DOUBLE plaque shall be mounted below an applicable regulatory or warning sign in a temporary traffic control zone, a school zone, or other applicable designated zone. o2 If an 112-10 sign or an R2 -6P plaque is posted to provide notice of increased fines for traffic violations, an END HIGHS DOUBLE FINES ZONE (R2-11) sign (see Figure 2B-3) shall be installed at the downstream end of the zone to provide notice to road users of the termination of the increased fines zone. Guidance: to If used, the BEGIN WGH. R DOUBLE FINES ZONE sign or FINES KFGHEZR DOUBLE plaque should be located at the beginning of the temporary traffic control zone, school -zone, or other applicable designated zone and just beyond any interchanges, major intersections, or other major traffic generators. Standard: o4 The HigbeF Double Fines signs and plaque shall have a black legend and border on a white rectangular background. All supplemental plaques mounted below the Higher Double Fines signs and plaque shall have a black legend and border on a white rectangular background. Guidance: os Agencies should limit the use of the Higher Double Fines signs and plaque to locations where work is actually underway, or to locations where the roadway, shoulder, or other conditions, including the presence of a school zone and/or a reduced school speed limit zone, require a speed reduction or extra caution on the part of the road user. Option: o6 Alternate legends such as BEGIN (or END) DOABLE FINES ZONE may also be used for the R2-10 and R2- 11 signs. m The legend FINES HIGHER on the R2 -6P plaque may be replaced by FINES DOUBLE (R2-6aP), $XX FINE (R2-6bP), or another legend appropriate to the specific regulation (see Figure 2B-3). o8q4e followiffg may be iRounted below an R2 10 sign of R2 6P plaquoi 8. A suppleinenW plaque WHEN CHILDREN (WORKERS) ARE PRESENT, a G. A suppleniental plaque 3ALHEN R�ASHDIG (similar to the S4 -441-plaque shem% in Figff e 79 1) if used ia eaniuffetion With - -elle.. fiaskinj, 6,.,.,.on Support: ov Section 6F.12 contains information regarding other signs and plaques associated with increased fines for traffic violations in temporary traffic control zones. plaques asseeiated with increased fines faf tfaffie violations ift designated-seke4� io In California, as per CVC only doubling of the fines is allowed, not higher fines of other denominations. Refer to Section 6F.12 and CVC 42009 for fines for offenses committed in highway construction or maintenance area. Standard: 11 The SPECIAL DRIVING ZONE BEGINS HERE - DOUBLE FINE ZONE (SR53(CA)) sign (see Figure 2B-3(CA)) shall be placed at the beginning of those portions of highways designated and identified as Safety Enhancement- Double Fine Zones per CVC 42010. 12 The SPECIAL DRIVING ZONE ENDS HERE (SR55(CA)) sign (see Figure 2B-3(CA)) shall be placed at the end of those portions of highways designated and identified as Safety Enhancement- Double Fine Zones per CVC 42010. Chapter 2B — Regulatory Signs, Barricades, and Gates Part 2— Signs January 13, 2012 0 Definitions of Terms Averaee Daily Traffic Volume of traffic during a 24-hour period. E.C.L. Easterly City Limit, (also W.C.L., N.C.L., and S.C.L. for Westerly, Northerly, and Southerly City Limits, respectively. 85'h Percentile Saeed The "speed" which 85% of the observed vehicles are not (Critical Speed exceeding. This speed is usually within 2 mph of the upper limit of the pace. Mean Saeed The average speed. MPH or mph Miles Per Hour. MVM or mvm Million Vehicle Miles. Accident rates are generally expressed as the number of accidents occurring per million vehicle miles traveled during a given time period. Pace The 10 mph range of observed vehicle speeds containing the largest number of vehicles. A normal distribution will contain approximately 70% of the sample within the pace, • with 15% above and 15% below. 0 n U • Regulations Governing Speed Limits (Excerpts from California Vehicle Code) 0 Fad P P E N 0 I X Ell 11 RADAR SPEED ZONE SURVEYS Introduction This report presents the results of a traffic and engineering study for establishment of speed limits on city streets as required by Sections 22357 and 22358 of the California Vehicle Code. The review included radar surveys of prevailing vehicle speeds at various locations along the length of each street, recent traffic counts and an analysis of reported traffic accidents recorded during the specific interval. In order to enforce speed limits by radar or other electronic devices, a study must be conducted every five years. Section 40802 of the California Vehicle Code defines a speed limit enforced by radar and "....which speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation..." constitutes a speed trap, unless the following criteria are met: If officers have completed specialized training courses that are approved by the Commission on Peace Officer Standards Training, the time span between studies can be extended to seven years. If after seven years, " ...a registered engineer evaluates the section of the highway and • determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume..." the time span between studies can be extended to ten years, Since speed traps are illegal, the lack of an adequate study effectively precludes the police from using radar enforcement. Through adoption of this study, the police department will be able to enforce posted speed limits with radar equipment. It is a common belief that posting of speed limit traffic signs will influence drivers to drive at that speed. The facts indicate otherwise. Driver behavior research conducted in many parts of this country, over a span of several decades; shows that the average driver is influenced by the appearance of the highway itself and the prevailing traffic conditions, in choosing the speed at which he or she drives. Recognizing this, the California Vehicle Code requires that speed limits be established in accordance with appropriate engineering practice and methods. Regulations Governing Speed Limits Under California law, the maximum speed limit for any passenger vehicle is 65 miles per hour (mph). All other speed limits are called prima facie limits which "on the face of it", are safe and prudent under normal conditions. Certain prima facie limits are established by law and include • the 25 miles per hour limit in business and residential districts; the 15 miles per hour limit in alleys, at blind intersections and blind railroad grade crossings; and a part time 25 miles per hour • in school zones when children are going to and from school. Intermediate speed limits between 25 and 65 miles per hour may be established by local authorities based on traffic engineering surveys. Such surveys include the analysis of roadway conditions, accident records, and the prevailing speed of prudent drivers using the highway under study. If speed limits are established below what the majority of drivers consider reasonable, they are often not obeyed and consequently, are difficult to enforce. Those drivers who do not comply with posted reasonable speed limits are, conversely, subject to equitable enforcement action. The Vehicle Code provides that the use of radar to enforce speed limits, which have not been based on a traffic and engineering study within the preceding five years, constitutes a "speed trap". Since speed traps are also prohibited by the code, lack of the required study effectively prohibits local agencies from using radar enforcement. Applicable Vehicle Code Sections Business District 235. A "business district: is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent of more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sided of • which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distance specified in this section if the above ratio of buildings in use for business to the length of the highway exists. LJ Business and Residence District: Determination 240. In determining whether a highway is within a business or residence district, the following limitations shall apply and shall qualify the definitions Section 235 and 515: a) No building shall be counted unless its entrance faces the highway and the front of the building is within 75 feet of the roadway. b) Where a highway is physically divided into two or more roadways, only those buildings facing each roadway separately shall be counted for the purpose of determining whether the roadway is within a district. c) All churches, apartments, hotels, multiple dwelling houses, clubs and public buildings, other than schools, shall be deemed to be business structures. d) A highway or portion of a highway shall not be deemed to be within a district regardless of the number of buildings upon the contiguous property if there is no right of access to the highway by vehicles from the contiguous property. 2 • Residence District 515. A "residence district' is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or (b) upon both sided of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling housed or business structures. A residence district may be longer than one quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists. Engineering and Traffic Survey 627. (a) "Engineering and traffic survey" as used in this Code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by the state and local authorities. (b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all the following 1) Prevailing speeds as determined by traffic engineering measurements. 2) Accident records. is 3) Highway, traffic, and roadside conditions not readily apparent to the driver. Maximum Speed Limit 22349. Except as provided in Section 22356, no person shall drive a vehicle upon a highway at a speed greater than 65 miles per hour. Basic Saeed Law 22350. No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property. Speed Law Violations 22351. (a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law. (b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is prima facie unlawful unless the defendant establishes by competent evidence that the speed in excess of said 0 • limits did not constitute a violation of the basic speed law at the time, place and under the conditions then existing. Prima Facie Speed Limits 22352. The prima facie limits are as follows and the same shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof: (a) Fifteen miles per hour: 1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along such railway. This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car. 2) When traversing any intersection of highways if during the last 100 feet of his approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the • intersection for a distance of 100 feet along all such highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals. 3) On any alley. (b) Twenty-five miles per hour: 1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code. 2) When passing a school building or the grounds thereof, contiguous to a highway and posted with a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. Such prima facie limit shall also apply when passing any school grounds which are not separated from the highway by a fence, gate or other physical barrier while the grounds are in use by children and the highway is posted with a standard "SCHOOL" warning sign. 3) When passing a senior center or facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard "SENIOR" warning sign. 0 • Increase of Local Limits 22357. Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may be by ordinance determine and declare a prima facie limit of 25 miles per hours, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55, 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. The provisions of this section shall not apply in respect to any 25 -mile -per -hour prima facie limit, which is applicable when passing a school building or the grounds thereof. Decrease of Local Limits 2358. Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, • 45,40,35,30, or 25 miles per hours, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street. Downward Speed Zoning 22358.5 It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions. Boundary Line Streets 22359. With respect to boundary line streets and highways where portions thereof are within different jurisdictions, no ordinance adopted under Sections 22357 and 22358 shall be effective as to any such portion until all authorities having jurisdiction of the portions of the street concerned have approved the same. This section shall not apply in the case of boundary line streets consisting of separate roadways within different jurisdictions. Multiple -Lane Highways 22361. On multiple -lane highways with two or more separate roadways, different prima facie speed limits may be established for different roadways under any of the procedures specified in . Sections 22354 to 22359, inclusive. 5 • Sneed Trap Prohibition 40801. No peace officer or other person shall use a speed trap in arresting, or participating or assisting in the arrest of, any person for any alleged violation of this code nor shall any speed trap be used in securing evidence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code. Speed Trap 40802. 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 pursuant to paragraph (1) of subdivision (b) of Section 22352, or established pursuant to Section 22354, 22357, 22358, or 22358.3, which 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 which measures the speed of moving objects. This subdivision does not apply to local streets and roads. • For purposes 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. Interruptions shall include official traffic control devices as defined in Section 445. 3. Not more than one traffic lane in each direction. Sneed TMp Evidence. 40803. (a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speed trap (b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie 0 case, that the evidence or testimony presented is not based upon a speed trap as • defined in subdivision (b) of Section 40802. (c) When a traffic and engineering survey is required pursuant to subdivision (b) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in subdivision (b) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in subdivision (b) 40802. Study Method Speed zones are established to inform drivers of the safe speed limit and to protect the general public from unreasonable and reckless drivers. Research has shown that most drivers travel at speeds that are safe and reasonable, therefore, speed limits are established primarily on the consensus of the majority of those who use the roads. Speed limits are not based on the actions of few. The California Vehicle Code requires the limits to be established on the basis of an engineering and traffic survey rather than by arbitrary methods. The study is conducted in accordance with the appropriate sections of the California Vehicle Code, the Caltrans Traffic Manual (Chapter 8-03) and the Federal Manual on "Uniform Traffic Control Devices", (Section 2B-10). • Surveys are conducted on arterial streets and selected local streets. Each of the selected streets was analyzed individually. • The accident analysis was based on a review of the City's Traffic Accident Records (Crossroads). Only non -intersection accidents are included since intersection accidents are considered correctable using conventional intersection traffic controls such as stop signs or traffic signals. Accident rates were computed using a formula that takes into account the number of accidents in the two-year period, the length of roadway being studied, and the average daily traffic volume. The rate is expressed in accidents per million vehicle miles (Acc/MVM). The formula is: Acc/MM = Number of Accidents x 1.000.000 Distance x ADT x No. of Days In order to evaluate the accident rates for each street segment, the average rate for all surveyed arterial street segments was calculated. Average rates were calculated for two-lane and four -or - more -lane arterial streets, two-lane collector and two-lane local streets. 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