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WORLD WAY WEST over PERSHING DRIVE

Map 

Coordinates:
+33.94000, -118.43417
33°56'24" N, 118°26'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WORLD WAY WEST over PERSHING DRIVE
Structure number:53C1394
Location:0.5 MI S/O WESTCHESTER PK
Purpose:Carries highway overpass over highway
Route classification:Local (Urban) [19]
Length of largest span:152.9 ft. [46.6 m]
Total length:156.8 ft. [47.8 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:19°
Owner:Other Local Agencies [25]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:12,600 [as of 2004]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:79.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,863,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201479.5Structurally deficientPoorFairGood12600
April 201279.5Structurally deficientPoorFairGood12600
April 201079.5Structurally deficientPoorFairGood12600
April 200879.5Structurally deficientPoorFairGood12600
March 200679.5Structurally deficientPoorFairGood12600
November 200376.3Structurally deficientPoorFairGood12600
November 200176.3Structurally deficientPoorFairGood12600
July 199991.2Not deficientGoodVery GoodGood12600
December 199791.2Not deficientGoodVery GoodGood12600
May 199691.2Not deficientGoodVery GoodGood12600
January 199491.2Not deficientVery GoodVery GoodVery Good12600
January 199291.2Not deficientVery GoodVery GoodVery Good12600
February 199091.2Not deficientVery GoodVery GoodVery Good12600