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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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:23,000 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:109.8 tons [99.8 metric tons]
Inventory rating:91.2 tons [82.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:88.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,724,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201488.8Functionally obsoleteVery GoodVery GoodVery Good23000
November 201288.8Functionally obsoleteGoodGoodGood23000
November 201088.8Functionally obsoleteSatisfactoryGoodGood23000
November 200888.8Functionally obsoleteGoodGoodGood23000
March 200788.8Functionally obsoleteGoodGoodGood23000
November 200588.8Functionally obsoleteGoodGoodGood23000
June 200390.0Functionally obsoleteGoodGoodGood23000
September 200190.0Functionally obsoleteGoodGoodGood23000
July 199976.0Functionally obsoleteGoodGoodGood23000
October 199776.0Functionally obsoleteGoodGoodGood23000
March 199790.0Functionally obsoleteGood-Good23000
June 199390.0Functionally obsoleteVery GoodVery GoodVery Good23000
December 199090.0Functionally obsoleteVery GoodVery GoodVery Good23000