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LINDLEY AVENUE over LOS ANGELES RIVER

Map 

Coordinates:
+34.18500, -118.52667
34°11'06" N, 118°31'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,210 [as of 2008]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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: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]
Operating rating:78.8 tons [71.6 metric tons]
Inventory rating:47.4 tons [43.1 metric tons]
Sufficiency rating:75.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,441,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201675.4GoodVery GoodGoodGoodFO21210
February 201475.4FairGoodSatisfactorySatisfactoryFO21210
February 201275.4FairGoodSatisfactorySatisfactoryFO21210
March 201075.3FairGoodSatisfactorySatisfactoryFO22700
February 200875.3FairGoodSatisfactorySatisfactoryFO22700
August 200675.3FairGoodSatisfactorySatisfactoryFO22700
February 200475.3FairGoodSatisfactorySatisfactoryFO22700
July 200075.3FairGoodSatisfactoryGoodFO22700
July 199875.3FairGoodSatisfactoryGoodFO22700
July 199675.3FairGoodSatisfactoryGoodFO22700
April 199577.9GoodVery GoodGoodGood-22700
March 199377.9GoodVery GoodGoodGood-22700
March 199177.9GoodVery GoodGoodGood-22700