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FULTON AVE over LOS ANGELES RIVER

Map

Coordinates:
+34.14903, -118.42243
34°08'57" N, 118°25'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FULTON AVE over LOS ANGELES RIVER
Structure number:53C1176
Location:VLYHT DR N & VLYHT DR S
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:88.9 ft. [27.1 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Skew angle:47°
Owner:City or Municipal Highway Agency [04]
Year built:1951
Year reconstructed:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,400 [as of 2002]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:78.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactorySatisfactoryGood1240078.6
March 2012FairSatisfactorySatisfactoryGood1240078.6
April 2010FairSatisfactorySatisfactoryGood1240076.5
February 2009FairSatisfactorySatisfactoryGood1240076.5
January 2007FairSatisfactorySatisfactoryGood1240076.5
February 2005FairSatisfactorySatisfactoryGood708077.2
May 2001GoodGoodGoodGood708077.2
May 1999GoodGoodGoodGood708077.1
June 1997GoodGoodGoodGood708077.1
May 1996FairSatisfactoryGoodGood708077.1
February 1994GoodGoodVery GoodVery Good708077.3
January 1992GoodGoodVery GoodVery Good708077.3
February 1990GoodGoodVery GoodVery Good708077.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.2929000
Deck
Reinforced Concrete Top Flangesq. ft.498498000
Wearing Surfacessq. ft.3813612000
Substructure
Reinforced Concrete Abutmentlinear ft.3429500
Reinforced Concrete Pileeach11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5757000