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RAMP J(76)TO 676EB over SCHUYLKILL RIVER BANK

Map

Coordinates:
+39.95760, -75.18000
39°57'27" N, 75°10'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP J(76)TO 676EB over SCHUYLKILL RIVER BANK
Structure number:000000000039364
Old structure number:678012051000000 (from 1992 edition)
Location:NR.VINE ST.INCH. 3590A08
Purpose:Carries highway overpass over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:25.9 ft. [7.9 m]
Total length:1012.2 ft. [308.5 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:State Highway Agency [01]
Year built:1956
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:43
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,552 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:91.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactorySatisfactorySatisfactory1255291.3
December 2014FairSatisfactorySatisfactorySatisfactory1216493.5
December 2012FairSatisfactorySatisfactorySatisfactory1931091.4
December 2010FairSatisfactorySatisfactorySatisfactory2029691.1
December 2008FairSatisfactorySatisfactorySatisfactory1828091.7
December 2006FairSatisfactorySatisfactorySatisfactory1790477.0
December 2004FairSatisfactorySatisfactorySatisfactory1748276.8
October 2002FairSatisfactorySatisfactorySatisfactory1685481.4
September 2000FairSatisfactorySatisfactorySatisfactory1647381.5
May 1998FairGoodGoodSatisfactory1621481.6
May 1996GoodGoodVery GoodVery Good3489.8
June 1994GoodGoodGoodGood3491.8
June 1992GoodGoodVery GoodVery Good3491.8
April 1990GoodGoodGoodGood3491.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Steel Columneach47912389780
Steel Protective Coatingsq. ft.462,385462,385000
Reinforced Concrete Abutmentlinear ft.6060000
Reinforced Concrete Pile Cap/Footinglinear ft.2,4421,3191,034890
Joints
Compression Jointlinear ft.407040700
Other Jointlinear ft.143143000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,4882,488000
Deck
Reinforced Concrete Slabsq. ft.48,05947,53552400
Wearing Surfacessq. ft.29,14928,73741200