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BALBOA BLVD (NB) over LOS ANGELES RIVER

Map

Coordinates:
+34.17833, -118.50000
34°10'42" N, 118°30'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:BALBOA BLVD (NB) over LOS ANGELES RIVER
Structure number:53C1096
Location:0.6 MI S. VICTORY BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:38.1 ft. [11.6 m]
Total length:265.8 ft. [81.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1941
Year reconstructed:1996
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 [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,800 [as of 2006]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:63.5 tons [57.7 metric tons]
Inventory rating:38.2 tons [34.7 metric tons]
Sufficiency rating:79.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201679.1GoodGoodGoodVery Good-14800
February 201478.1FairFairGoodGood-14800
February 201278.1FairFairGoodGood-14800
March 201078.1FairFairGoodGood-14800
February 200878.1FairFairGoodGood-14800
September 200678.1FairFairGoodGood-14800
January 200678.1FairFairGoodGood-14800
February 200463.5FairFairGoodGood-14800
May 200166.6GoodVery GoodVery GoodVery Good-13703
May 199965.6GoodGoodVery GoodGood-13703
May 199767.4GoodGoodVery GoodGoodFO16100
April 199672.2GoodGoodGoodGoodFO16100
May 199471.8GoodVery GoodVery GoodVery GoodFO16100
April 199071.8GoodVery GoodVery GoodVery GoodFO16100