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FRIARS ROAD over MURRAY CANYON

Map 

Coordinates:
+32.77194, -117.15889
32°46'19" N, 117°09'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FRIARS ROAD over MURRAY CANYON
Structure number:57C0233
Location:0.1 MI E RTE 163
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.9 ft. [7.6 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:106.0 ft. [32.3 m]
Deck width edge-to-edge:206.7 ft. [63.0 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:64,000 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:109.8 tons [99.8 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201485.0Not deficientVery GoodVery GoodVery Good64000
August 201090.1Not deficientGoodGoodGood42300
November 200790.1Not deficientGoodGoodGood42300
November 200590.1Not deficientGoodGoodGood42300
January 200390.1Not deficientGoodGoodGood42300
January 200190.1Not deficientGoodGoodGood42300
April 199987.1Not deficientGoodGoodGood42300
March 199687.5Not deficientVery GoodVery GoodVery Good42300
March 199487.5Not deficientVery GoodVery GoodVery Good42300
January 199287.5Not deficientVery GoodVery GoodVery Good42300