Traffic Engineering Survey Report for Crenshaw Blvd
Detailed survey report on traffic engineering along Crenshaw Blvd in Rancho Palos Verdes. Includes speed limits, accident data, and suggested improvements based on the survey findings.
Traffic Engineering Survey Report for Crenshaw Blvd
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Presentation Transcript
S S N n.t.s. R1 R1 45 40 45 S G R1 STREET: CRENSHAW BLVD Traffic Engineering Survey City of Rancho Palos Verdes LIMITS: CREST RD – CITY LIMIT (RHE) DATE: 8-16-07 ENGINEER: JACK RYDELL SIGNATURE: MAP SYMBOLS Crestridge Rd RPV Preschool and Kindergarten SCHOOL Palos Verdes Art Center Indian Peak Rd TRAFFIC SIGNAL S S R-1 STOP SIGN Crenshaw Blvd R-2 SPEED LIMIT Silver Spur Rd 45 Crest Rd PARK RHE P R1 CROSSING GUARD S SCHOOL CROSSWALK S (double posted in median) S RPV CROSSWALK R1 DISTANCE 0.8 miles ALIGNMENT Horizontal curves with steep downgrade to the north. PARKING RESTRICTIONS Parking allowed on both sides except for the w/s b/t Silver Spur Rd and Crestridge Rd. STREET WIDTH 30-36 ft per barrel. NO. OF LANES AND MEDIAN Two lanes in each direction with a median. N/B barrel at a lower elevation than the SB barrel b/t Crest Rd and Crestridge Rd. IMPROVEMENTS (SW, C & G) Concrete C&G on both sides. Continuous SW on e/s. SW on w/s b/t Crest Rd and Indian Peak Rd. FRONTING DEVELOPMENT Undeveloped and backup residential. Preschool on s/w corner at Indian Peak Rd. Art Center on s/w corner at Crestridge Rd. AVERAGE DAILY TRAFFIC 14,455 (5/06) SPEED CHECK (DATE/LOC) 7/18/07 – n/o Crest Rd AVERAGE SPEED: 43 MPH CRITICAL SPEED: 47 MPH 10 MILE PACE: 38- 47 MPH TOTAL MIDBLOCK ACC: 4 NO. W/SPEEDING: 1 PREDOMINATE: Rear End HBD, DRUNK, H&R: 0 2-YEAR ACCIDENT DATA THRU 4-07 ACCIDENT RATE: 0.47 ACCIDENTS PER MILLION VEHICLE MILES DISTRICT 7 AVERAGE: 1.76 ACCIDENTS PER MILLION VEHICLE MILES EXISTING SPEED ZONE – 45 MPH PROPOSED SPEED ZONE – 45 MPH The 85th percentile speed suggests a speed zone of 45 mph would be appropriate. The favorable accident history indicates that motorists are using due caution and responding to roadway conditions in a safe manner. The sidewalk improvements provide adequate pedestrian controls. Considering these factors, a speed zone consistent with the 85th percentile speed would establish a reasonable and safe speed limit. COMMENTS