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FASHION VALLEY RD over SAN DIEGO RIVER

Map

Coordinates:
+32.76389, -117.17278
32°45'50" N, 117°10'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FASHION VALLEY RD over SAN DIEGO RIVER
Structure number:57C0576
Location:0.2 MI S FRIARS RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:4.9 ft. [1.5 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Skew angle:19°
Owner:City or Municipal Highway Agency [04]
Year reconstructed:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,200 [as of 2004]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:72.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$569,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
September 201672.2Good7 out of 10FO12200
September 201472.2Good8 out of 10FO12200
August 201072.2Good8 out of 10-12200
November 200772.2Good8 out of 10-12200
November 200572.2Good8 out of 10-12200
February 200460.4Fair5 out of 10FO12200
April 200260.4Fair5 out of 10FO12200
July 200072.2Fair6 out of 10FO12200
March 199872.2Fair6 out of 10FO12200
February 199676.6Good7 out of 10-12200
December 199376.6Good7 out of 10-12200
January 199276.6Good7 out of 10-12200