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BARHAM BLVD over LOS ANGELES RIVER

Map 

Coordinates:
+34.14528, -118.34083
34°08'43" N, 118°20'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BARHAM BLVD over LOS ANGELES RIVER
Structure number:53C1098
Location:0.1 MI N FOREST LAWN DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:80.1 ft. [24.4 m]
Total length:283.2 ft. [86.3 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:1975
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:7
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2013 

Status:Open, no restriction [A]
Average daily traffic:35,000 [as of 2004]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:87.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201387.0Not deficientGoodGoodGood35000
April 201187.0Not deficientGoodGoodGood35000
April 200987.0Not deficientGoodGoodGood35000
February 200787.0Not deficientGoodGoodGood35000
January 200687.0Not deficientGoodGoodGood35000
September 200085.0Not deficientGoodGoodGood46300
September 199885.0Not deficientGoodGoodGood46300
September 199685.0Not deficientGoodGoodGood46300
January 199685.0Not deficientGoodSatisfactoryGood46300
August 199484.1Not deficientGoodVery GoodVery Good46300
June 199084.1Not deficientGoodVery GoodVery Good46300