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BARHAM BLVD over LOS ANGELES RIVER

Map

Coordinates:
+34.14469, -118.34075
34°08'41" N, 118°20'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35,000 [as of 2004]
Truck traffic:4% of total traffic
Deck condition:Fair [5 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]
Sufficiency rating:85.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairFairGoodGood3500085.9
April 2013GoodGoodGoodGood3500087.0
April 2011GoodGoodGoodGood3500087.0
April 2009GoodGoodGoodGood3500087.0
February 2007GoodGoodGoodGood3500087.0
January 2006GoodGoodGoodGood3500087.0
September 2000GoodGoodGoodGood4630085.0
September 1998GoodGoodGoodGood4630085.0
September 1996GoodGoodGoodGood4630085.0
January 1996FairGoodSatisfactoryGood4630085.0
August 1994GoodGoodVery GoodVery Good4630084.1
June 1990GoodGoodVery GoodVery Good4630084.1