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GARNET AVE over ROSE CANYON CREEK

Map 

Coordinates:
+32.80500, -117.22194
32°48'18" N, 117°13'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GARNET AVE over ROSE CANYON CREEK
Structure number:57C0312
Location:0.4 MI WLY OF RTE 5
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Year reconstructed:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:58,500 [as of 2008]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:33.6 tons [30.5 metric tons]
Inventory rating:24.2 tons [22.0 metric tons]
Sufficiency rating:78.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201578.7Not deficientGoodGoodSatisfactory58500
September 201378.4Not deficientGoodGoodSatisfactory58500
April 201178.4Not deficientGoodGoodSatisfactory58500
September 200877.8Not deficientGoodGoodSatisfactory64000
November 200777.8Not deficientGoodGoodSatisfactory64000
November 200577.8Not deficientGoodGoodSatisfactory64000
July 200377.8Not deficientGoodGoodGood64000
July 200177.8Not deficientGoodGoodGood64000
April 199977.8Not deficientGoodGoodGood64000
April 199678.8Not deficientGoodGoodGood64000
January 199478.8Not deficientGoodGoodGood64000
January 199276.8Not deficientGoodGoodGood64000