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WILSHIRE BLVD over STATE ROUTE 110 & RAMP

Map

Coordinates:
+34.05167, -118.26000
34°03'06" N, 118°15'36" 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]
Operating rating:35.0 tons [31.8 metric tons]
Inventory rating:24.6 tons [22.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201677.3GoodGoodGoodGoodFO23000
November 201488.8GoodVery GoodVery GoodVery GoodFO23000
November 201288.8GoodGoodGoodGoodFO23000
November 201088.8FairSatisfactoryGoodGoodFO23000
November 200888.8GoodGoodGoodGoodFO23000
March 200788.8GoodGoodGoodGoodFO23000
November 200588.8GoodGoodGoodGoodFO23000
June 200390.0GoodGoodGoodGoodFO23000
September 200190.0GoodGoodGoodGoodFO23000
July 199976.0GoodGoodGoodGoodFO23000
October 199776.0GoodGoodGoodGoodFO23000
March 199790.0GoodGood-GoodFO23000
June 199390.0GoodVery GoodVery GoodVery GoodFO23000
December 199090.0GoodVery GoodVery GoodVery GoodFO23000

Element Data

Source: National Bridge Elements dataset, 2016 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.1,5901,590000
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.128001280
Steel Protective Coatingsq. ft.300300000