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RAMPS G & E over AMTRAK PRIVATE ROAD

Map

Coordinates:
+39.95758, -75.18088
39°57'27" N, 75°10'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMPS G & E over AMTRAK PRIVATE ROAD
Structure number:000000000039367
Old structure number:678012075001480 (from 1992 edition)
Location:VINE STREET INTCH.3590A07
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:47.9 ft. [14.6 m]
Total length:335.0 ft. [102.1 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1958
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:8
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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,314 [as of 2016]
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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:71.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactorySatisfactorySatisfactory1231471.6
September 2014FairSatisfactorySatisfactorySatisfactory1144973.8
October 2012FairSatisfactorySatisfactorySatisfactory1059374.0
October 2010FairSatisfactorySatisfactorySatisfactory987074.1
October 2008FairSatisfactorySatisfactorySatisfactory4791.0
December 2006FairSatisfactorySatisfactorySatisfactory9491.0
November 2004FairSatisfactorySatisfactorySatisfactory9291.0
October 2002FairSatisfactorySatisfactorySatisfactory8895.0
September 2000FairSatisfactorySatisfactorySatisfactory8694.0
May 1998FairVery GoodGoodSatisfactory8494.0
May 1996GoodGoodGoodGood1800069.5
June 1994FairGoodGoodSatisfactory1800069.2
June 1992GoodGoodVery GoodGood1800066.0
April 1990GoodGoodGoodGood1800091.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,5142,4526200
Steel Protective Coatingsq. ft.86,02586,025000
Deck
Reinforced Concrete Decksq. ft.12,679012,67900
Substructure
Reinforced Concrete Columneach2016220
Reinforced Concrete Abutmentlinear ft.72611010
Reinforced Concrete Pier Caplinear ft.2341873980
Joints
Compression Jointlinear ft.169169000
Bearings
Movable Bearingeach4036400
Steel Protective Coatingsq. ft.64,51964,519000
Fixed Bearingeach3934500
Steel Protective Coatingsq. ft.53,76653,766000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7227012100