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VANOWEN ST over LOS ANGELES RIVER

Map

Coordinates:
+34.19369, -118.57865
34°11'37" N, 118°34'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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]
Sufficiency rating:74.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,652,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2015FairVery GoodSatisfactoryGood2774174.7
December 2013FairFairSatisfactoryGood2774173.6
December 2011FairFairSatisfactoryGood2774173.6
January 2010FairFairSatisfactoryGood3100073.2
December 2007FairFairSatisfactoryGood3100073.2
September 2006FairFairSatisfactoryGood3100073.2
January 2006FairFairSatisfactoryGood3100073.2
June 2004FairFairSatisfactoryGood3100073.2
July 2000FairGoodSatisfactoryGood3110074.2
June 1998FairGoodSatisfactoryGood3110074.2
May 1996FairGoodSatisfactoryGood3110074.2
July 1994GoodGoodGoodGood3110077.1
June 1990GoodGoodGoodGood3110077.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.925925000
Deck
Reinforced Concrete Decksq. ft.1,7401,740000
Prestressed Concrete Top Flangesq. ft.505505000
Substructure
Reinforced Concrete Pier Walllinear ft.5953600
Reinforced Concrete Abutmentlinear ft.5959000
Reinforced Concrete Pileeach11000
Joints
Other Jointlinear ft.4949000
Bearings
Movable Bearingeach2727000
Steel Protective Coatingsq. ft.66000
Fixed Bearingeach2727000
Steel Protective Coatingsq. ft.66000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.168168000