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LINDLEY AVENUE over LOS ANGELES RIVER

Map

Coordinates:
+34.18531, -118.52722
34°11'07" N, 118°31'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LINDLEY AVENUE over LOS ANGELES RIVER
Structure number:53C0063
Location:0.05 MI S. VICTORY BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:98.1 ft. [29.9 m]
Total length:253.9 ft. [77.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1957
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:3
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
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:21,210 [as of 2008]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:63.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,441,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairGoodGoodFair2121063.9
February 2016GoodVery GoodGoodGood2121075.4
February 2014FairGoodSatisfactorySatisfactory2121075.4
February 2012FairGoodSatisfactorySatisfactory2121075.4
March 2010FairGoodSatisfactorySatisfactory2270075.3
February 2008FairGoodSatisfactorySatisfactory2270075.3
August 2006FairGoodSatisfactorySatisfactory2270075.3
February 2004FairGoodSatisfactorySatisfactory2270075.3
July 2000FairGoodSatisfactoryGood2270075.3
July 1998FairGoodSatisfactoryGood2270075.3
July 1996FairGoodSatisfactoryGood2270075.3
April 1995GoodVery GoodGoodGood2270077.9
March 1993GoodVery GoodGoodGood2270077.9
March 1991GoodVery GoodGoodGood2270077.9