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VANOWEN ST over LOS ANGELES RIVER

Map

Coordinates:
+34.19361, -118.57750
34°11'37" N, 118°34'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:VANOWEN ST over LOS ANGELES RIVER
Structure number:53C1362
Location:0.1 MI E MASON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:92.9 ft. [28.3 m]
Total length:275.9 ft. [84.1 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:87.6 ft. [26.7 m]
Skew angle:50°
Owner:City or Municipal Highway Agency [04]
Year built:1958
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,741 [as of 2010]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 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:98.3 tons [89.4 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:74.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,652,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201574.7FairVery GoodSatisfactoryGoodFO27741
December 201373.6FairFairSatisfactoryGoodFO27741
December 201173.6FairFairSatisfactoryGoodFO27741
January 201073.2FairFairSatisfactoryGoodFO31000
December 200773.2FairFairSatisfactoryGoodFO31000
September 200673.2FairFairSatisfactoryGoodFO31000
January 200673.2FairFairSatisfactoryGoodFO31000
June 200473.2FairFairSatisfactoryGoodFO31000
July 200074.2FairGoodSatisfactoryGoodFO31100
June 199874.2FairGoodSatisfactoryGoodFO31100
May 199674.2FairGoodSatisfactoryGoodFO31100
July 199477.1GoodGoodGoodGood-31100
June 199077.1GoodGoodGoodGood-31100