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VICTORY BLVD over LOS ANGELES RIVER

Map 

Coordinates:
+34.18667, -118.52833
34°11'12" N, 118°31'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VICTORY BLVD over LOS ANGELES RIVER
Structure number:53C1369
Location:0.2 M W/O LINDLEY AVE.,
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:79.1 ft. [24.1 m]
Total length:400.9 ft. [122.2 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:85.6 ft. [26.1 m]
Skew angle:56°
Owner:City or Municipal Highway Agency [04]
Year built:1963
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:5
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: December 2013 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:56,000 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
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:76.7 tons [69.7 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:71.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,357,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201371.2FairSatisfactorySatisfactoryGoodFO56000
December 201167.9PoorPoorSatisfactoryGoodSD56000
January 201067.9PoorPoorSatisfactoryGoodSD56000
December 200767.9PoorPoorSatisfactoryGoodSD56000
January 200684.3FairGoodSatisfactoryGood-56000
June 200484.3FairGoodSatisfactoryGood-56000
May 200187.0GoodGoodGoodGood-29100
April 199987.0FairGoodSatisfactoryGood-29100
June 199787.0FairGoodSatisfactoryGood-29100
May 199587.6GoodGoodVery GoodVery Good-29100
April 199387.6GoodGoodVery GoodVery Good-29100
April 199187.6GoodGoodVery GoodVery Good-29100