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WILSHIRE BLVD over STATE ROUTE 110 & RAMP

Map

Coordinates:
+34.05129, -118.26142
34°03'05" N, 118°15'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WILSHIRE BLVD over STATE ROUTE 110 & RAMP
Structure number:53 0748
Location:07-LA-110-22.67-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:65.9 ft. [20.1 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1952
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:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:23,000 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:77.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,724,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodGood2300077.3
November 2014GoodVery GoodVery GoodVery Good2300088.8
November 2012GoodGoodGoodGood2300088.8
November 2010FairSatisfactoryGoodGood2300088.8
November 2008GoodGoodGoodGood2300088.8
March 2007GoodGoodGoodGood2300088.8
November 2005GoodGoodGoodGood2300088.8
June 2003GoodGoodGoodGood2300090.0
September 2001GoodGoodGoodGood2300090.0
July 1999GoodGoodGoodGood2300076.0
October 1997GoodGoodGoodGood2300076.0
March 1997GoodGood-Good2300090.0
June 1993GoodVery GoodVery GoodVery Good2300090.0
December 1990GoodVery GoodVery GoodVery Good2300090.0

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.5858000
Deck
Reinforced Concrete Top Flangesq. ft.1,6211,621000
Concrete Protective Coatingsq. ft.1,6211,621000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.5858000
Joints
Pourable Jointlinear ft.9200920
Bearings
Movable Bearingeach2626000
Steel Protective Coatingsq. ft.2626000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.116116000