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WHITE OAK AVE over LOS ANGELES RIVER

Map 

Coordinates:
+34.18500, -118.52000
34°11'06" N, 118°31'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2016 

Status:Open, no restriction [A]
Average daily traffic:27,500 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:87.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201687.9Not deficientGoodSatisfactoryGood27500
February 201484.7Structurally deficientPoorSatisfactoryGood27500
February 201284.7Structurally deficientPoorSatisfactoryGood27500
March 201084.7Structurally deficientPoorSatisfactoryGood27500
February 200884.7Structurally deficientPoorSatisfactoryGood27500
September 200684.7Structurally deficientPoorSatisfactoryGood27500
January 200686.8Not deficientFairSatisfactoryGood27500
February 200486.8Not deficientFairSatisfactoryGood27500
May 200189.3Not deficientGoodSatisfactoryGood18200
April 199989.3Not deficientGoodSatisfactoryGood18200
June 199789.3Not deficientSatisfactorySatisfactoryGood18200
April 199689.3Not deficientGoodGoodGood18200
April 199489.1Not deficientGoodGoodGood18200
March 199289.1Not deficientGoodGoodGood18200
March 199089.1Not deficientGoodGoodGood18200