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PERSHING DR-S5 ON over B ST & PERSHING DR-17 ST

Map 

Coordinates:
+32.71778, -117.14833
32°43'04" N, 117°08'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PERSHING DR-S5 ON over B ST & PERSHING DR-17 ST
Structure number:57 0424K
Location:11-SD-005-R15.33-SD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:96.1 ft. [29.3 m]
Total length:255.9 ft. [78.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1963
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:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:6,800 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Poor [4 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.5 tons [64.1 metric tons]
Inventory rating:43.2 tons [39.3 metric tons]
Sufficiency rating:88.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201588.3PoorPoorVery GoodVery GoodSD6800
August 201390.3FairFairSatisfactoryGoodFO6800
September 200991.3FairSatisfactorySatisfactoryGoodFO6800
November 200791.3FairSatisfactorySatisfactoryGoodFO6800
January 200691.3FairSatisfactoryGoodGoodFO6800
October 200387.3GoodGoodGoodGoodFO6800
October 200187.3GoodGoodGoodGoodFO6800
November 199987.3GoodGoodGoodGoodFO6800
September 199589.4GoodGoodVery GoodVery GoodFO6800
November 199189.4GoodGoodVery GoodVery GoodFO6800