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SCHUYLKILL EXPWAY. over SCHUYLKILL RIVER BANK

Map 

Coordinates:
+39.94305, -75.19288
39°56'35" N, 75°11'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SCHUYLKILL EXPWAY. over SCHUYLKILL RIVER BANK
Structure number:000000000038477
Old structure number:670076344402200 (from 1992 edition)
Location:ARCH TO UNIV.AVE.3590 A09
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:44.9 ft. [13.7 m]
Total length:6162.4 ft. [1878.2 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:211,467 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:66.8 tons [60.7 metric tons]
Inventory rating:39.8 tons [36.2 metric tons]
Sufficiency rating:56.0
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
June 201456.0Not deficientFairFairFair211467
July 201256.0Not deficientFairFairFair71913
July 201056.0Not deficientFairFairFair72405
August 200856.0Not deficientFairFairFair63965
August 200656.0Not deficientFairFairFair124944
March 200756.0Not deficientFairFairFair117886
August 200456.0Not deficientFairFairFair110688
August 200256.0Not deficientFairFairFair109646
July 200056.0Not deficientFairFairFair106954
May 199868.0Not deficientSatisfactorySatisfactorySatisfactory104346
May 199674.0Not deficientSatisfactorySatisfactoryFair100000
July 199473.0Not deficientSatisfactorySatisfactoryFair107529
July 199284.0Not deficientGoodSatisfactorySatisfactory114204
May 199085.0Not deficientGoodSatisfactorySatisfactory108217