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FRIARS RD over SAN DIEGO RIVER

Map 

Coordinates:
+32.79083, -117.10194
32°47'27" N, 117°06'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FRIARS RD over SAN DIEGO RIVER
Structure number:57C0175R
Location:.7 MI E/O RTE 15
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:96.1 ft. [29.3 m]
Total length:576.1 ft. [175.6 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1967
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:24,400 [as of 2009]
Truck traffic:1% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:87.3 tons [79.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201492.1Not deficientGoodVery GoodVery Good24400
August 201288.8Structurally deficientPoorVery GoodGood24400
August 201090.2Not deficientFairVery GoodGood27000
April 200888.0Structurally deficientPoorVery GoodGood27000
November 200588.0Structurally deficientPoorVery GoodGood27000
June 200391.3Not deficientGoodVery GoodGood27000
August 200191.3Not deficientGoodVery GoodGood27000
November 200091.3Not deficientGoodVery GoodGood27000
April 199991.3Not deficientGoodVery GoodGood27000
April 199690.8Not deficientVery GoodVery GoodVery Good27000
March 199469.1Functionally obsoleteVery GoodVery GoodVery Good25500
January 199269.1Functionally obsoleteVery GoodVery GoodVery Good25500