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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,652,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201574.7Functionally obsoleteVery GoodSatisfactoryGood27741
December 201373.6Functionally obsoleteFairSatisfactoryGood27741
December 201173.6Functionally obsoleteFairSatisfactoryGood27741
January 201073.2Functionally obsoleteFairSatisfactoryGood31000
December 200773.2Functionally obsoleteFairSatisfactoryGood31000
September 200673.2Functionally obsoleteFairSatisfactoryGood31000
January 200673.2Functionally obsoleteFairSatisfactoryGood31000
June 200473.2Functionally obsoleteFairSatisfactoryGood31000
July 200074.2Functionally obsoleteGoodSatisfactoryGood31100
June 199874.2Functionally obsoleteGoodSatisfactoryGood31100
May 199674.2Functionally obsoleteGoodSatisfactoryGood31100
July 199477.1Not deficientGoodGoodGood31100
June 199077.1Not deficientGoodGoodGood31100