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WILBUR AVENUE over LOS ANGELES RIVER

Map 

Coordinates:
+34.18833, -118.54444
34°11'18" N, 118°32'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILBUR AVENUE over LOS ANGELES RIVER
Structure number:53C1386
Location:0.25 M N/O VICTORY BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:92.9 ft. [28.3 m]
Total length:189.0 ft. [57.6 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:83.3 ft. [25.4 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1957
Year reconstructed:1978
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2013 

Status:Open, no restriction [A]
Average daily traffic:17,000 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:80.2 tons [72.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201395.4Not deficientSatisfactoryGoodGood17000
December 201195.4Not deficientSatisfactoryGoodGood17000
January 201095.4Not deficientSatisfactoryGoodGood17000
December 200795.4Not deficientSatisfactoryGoodGood17000
January 200696.4Not deficientGoodGoodGood17000
June 200496.4Not deficientGoodGoodGood17000
May 200196.6Not deficientGoodGoodGood14876
April 199996.6Not deficientGoodGoodGood14876
May 199796.6Not deficientGoodGoodGood14876
April 199596.9Not deficientVery GoodGoodGood14876
March 199396.9Not deficientVery GoodGoodGood14876
March 199196.9Not deficientVery GoodGoodGood14876