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WHITE OAK AVE over LOS ANGELES RIVER

Map

Coordinates:
+34.18482, -118.51837
34°11'05" N, 118°31'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WHITE OAK AVE over LOS ANGELES RIVER
Structure number:53C0473
Location:1.0 MI NORTH OF U.S. 101
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:108.9 ft. [33.2 m]
Total length:221.1 ft. [67.4 m]
Roadway width between curbs:70.2 ft. [21.4 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
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: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,500 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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: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:75.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairFairFairGood2750075.2
February 2016FairGoodSatisfactoryGood2750087.9
February 2014PoorPoorSatisfactoryGood2750084.7
February 2012PoorPoorSatisfactoryGood2750084.7
March 2010PoorPoorSatisfactoryGood2750084.7
February 2008PoorPoorSatisfactoryGood2750084.7
September 2006PoorPoorSatisfactoryGood2750084.7
January 2006FairFairSatisfactoryGood2750086.8
February 2004FairFairSatisfactoryGood2750086.8
May 2001FairGoodSatisfactoryGood1820089.3
April 1999FairGoodSatisfactoryGood1820089.3
June 1997FairSatisfactorySatisfactoryGood1820089.3
April 1996GoodGoodGoodGood1820089.3
April 1994GoodGoodGoodGood1820089.1
March 1992GoodGoodGoodGood1820089.1
March 1990GoodGoodGoodGood1820089.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,01101,01100
Steel Protective Coatingsq. ft.5054545100
Deck
Reinforced Concrete Decksq. ft.1,7661,06670000
Wearing Surfacessq. ft.1,4421,26218000
Substructure
Reinforced Concrete Pier Walllinear ft.2623300
Reinforced Concrete Abutmentlinear ft.5249300
Reinforced Concrete Pileeach11000
Joints
Assembly with Sealeach2626000
Bearings
Movable Bearingeach3030000
Steel Protective Coatingsq. ft.1111000
Fixed Bearingeach3030000
Steel Protective Coatingsq. ft.1111000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.159847500