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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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201395.4FairSatisfactoryGoodGood-17000
December 201195.4FairSatisfactoryGoodGood-17000
January 201095.4FairSatisfactoryGoodGood-17000
December 200795.4FairSatisfactoryGoodGood-17000
January 200696.4GoodGoodGoodGood-17000
June 200496.4GoodGoodGoodGood-17000
May 200196.6GoodGoodGoodGood-14876
April 199996.6GoodGoodGoodGood-14876
May 199796.6GoodGoodGoodGood-14876
April 199596.9GoodVery GoodGoodGood-14876
March 199396.9GoodVery GoodGoodGood-14876
March 199196.9GoodVery GoodGoodGood-14876