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GIRARD AVENUE over SCHUYLKILL EXPWY.&W.RIV

Map 

Coordinates:
+39.97500, -75.19333
39°58'30" N, 75°11'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GIRARD AVENUE over SCHUYLKILL EXPWY.&W.RIV
Structure number:000000000038388
Old structure number:670013009000800 (from 1992 edition)
Location:FAIRMOUNT PARK 3589J04
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:107.0 ft. [32.6 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:101.7 ft. [31.0 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:29,889 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:66.8 tons [60.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201472.4Functionally obsoleteGoodFairFair29889
June 201276.8Functionally obsoleteGoodFairFair14723
June 201076.7Functionally obsoleteGoodFairFair14761
June 200876.5Functionally obsoleteGoodFairFair15681
June 200671.9Not deficientGoodSatisfactoryFair31687
June 200470.5Not deficientGoodSatisfactoryFair36249