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SCHUYLKILL EXPWAY. over MONTGOMERY DRIVE

Map 

Coordinates:
+39.98670, -75.20803
39°59'12" N, 75°12'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SCHUYLKILL EXPWAY. over MONTGOMERY DRIVE
Structure number:000000000038460
Old structure number:670076341416960 (from 1992 edition)
Location:MONTG.DRIVE INTER.3589G03
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:64.0 ft. [19.5 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:91.9 ft. [28.0 m]
Deck width edge-to-edge:95.5 ft. [29.1 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1988
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:3
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: February 2014 

Status:Open, no restriction [A]
Average daily traffic:203,941 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:94.7 tons [86.1 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Sufficiency rating:74.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201474.0Not deficientGoodFairSatisfactory203941
February 201274.0Not deficientGoodFairSatisfactory61418
March 201074.0Not deficientGoodFairSatisfactory61839
March 200874.0Not deficientGoodFairSatisfactory68892
March 200672.0Not deficientGoodFairSatisfactory197743
February 200472.0Not deficientGoodFairSatisfactory186244
February 200272.0Not deficientGoodFairSatisfactory161728
September 199983.0Not deficientGoodSatisfactorySatisfactory143030
September 199785.0Not deficientSatisfactorySatisfactorySatisfactory137074
October 199585.0Not deficientGoodGoodSatisfactory188738
February 199485.0Not deficientGoodGoodSatisfactory175096
March 199285.0Not deficientGoodGoodGood170826
August 199085.0Not deficientGoodGoodGood161868