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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
December 201371.2Functionally obsoleteSatisfactorySatisfactoryGood56000
December 201167.9Structurally deficientPoorSatisfactoryGood56000
January 201067.9Structurally deficientPoorSatisfactoryGood56000
December 200767.9Structurally deficientPoorSatisfactoryGood56000
January 200684.3Not deficientGoodSatisfactoryGood56000
June 200484.3Not deficientGoodSatisfactoryGood56000
May 200187.0Not deficientGoodGoodGood29100
April 199987.0Not deficientGoodSatisfactoryGood29100
June 199787.0Not deficientGoodSatisfactoryGood29100
May 199587.6Not deficientGoodVery GoodVery Good29100
April 199387.6Not deficientGoodVery GoodVery Good29100
April 199187.6Not deficientGoodVery GoodVery Good29100