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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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