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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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:130,168 [as of 2016]
Truck traffic:7% 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:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:56.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$920,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201656.0FairFairFairFair-130168
June 201456.0FairFairFairFair-211467
July 201256.0FairFairFairFair-71913
July 201056.0FairFairFairFair-72405
August 200856.0FairFairFairFair-63965
March 200756.0FairFairFairFair-117886
August 200656.0FairFairFairFair-124944
August 200456.0FairFairFairFair-110688
August 200256.0FairFairFairFair-109646
July 200056.0FairFairFairFair-106954
May 199868.0FairSatisfactorySatisfactorySatisfactory-104346
May 199674.0FairSatisfactorySatisfactoryFair-100000
July 199473.0FairSatisfactorySatisfactoryFair-107529
July 199284.0FairGoodSatisfactorySatisfactory-114204
May 199085.0FairGoodSatisfactorySatisfactory-108217