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WILBUR AVENUE over LOS ANGELES RIVER

Map

Coordinates:
+34.18838, -118.54465
34°11'18" N, 118°32'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:91.9 ft. [28.0 m]
Total length:186.4 ft. [56.8 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:83.0 ft. [25.3 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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,000 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Good [7 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]
Sufficiency rating:95.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodGoodGoodGood1700095.4
December 2013FairSatisfactoryGoodGood1700095.4
December 2011FairSatisfactoryGoodGood1700095.4
January 2010FairSatisfactoryGoodGood1700095.4
December 2007FairSatisfactoryGoodGood1700095.4
January 2006GoodGoodGoodGood1700096.4
June 2004GoodGoodGoodGood1700096.4
May 2001GoodGoodGoodGood1487696.6
April 1999GoodGoodGoodGood1487696.6
May 1997GoodGoodGoodGood1487696.6
April 1995GoodVery GoodGoodGood1487696.9
March 1993GoodVery GoodGoodGood1487696.9
March 1991GoodVery GoodGoodGood1487696.9