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VANOWEN ST over LOS ANGELES RIVER

Map

Coordinates:
+34.19361, -118.57750
34°11'37" N, 118°34'39" 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]
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.741074100
Steel Protective Coatingsq. ft.370037000
Prestressed Concrete Girder/Beamlinear ft.326326000
Deck
Reinforced Concrete Decksq. ft.1,7401,7231700
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