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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,441,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201675.4Functionally obsoleteVery GoodGoodGood21210
February 201475.4Functionally obsoleteGoodSatisfactorySatisfactory21210
February 201275.4Functionally obsoleteGoodSatisfactorySatisfactory21210
March 201075.3Functionally obsoleteGoodSatisfactorySatisfactory22700
February 200875.3Functionally obsoleteGoodSatisfactorySatisfactory22700
August 200675.3Functionally obsoleteGoodSatisfactorySatisfactory22700
February 200475.3Functionally obsoleteGoodSatisfactorySatisfactory22700
July 200075.3Functionally obsoleteGoodSatisfactoryGood22700
July 199875.3Functionally obsoleteGoodSatisfactoryGood22700
July 199675.3Functionally obsoleteGoodSatisfactoryGood22700
April 199577.9Not deficientVery GoodGoodGood22700
March 199377.9Not deficientVery GoodGoodGood22700
March 199177.9Not deficientVery GoodGoodGood22700