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VINE STREET EXWAY. over SCHUYLKILL R.,RAMP D,CSX

Map

Coordinates:
+39.95992, -75.17920
39°57'36" N, 75°10'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VINE STREET EXWAY. over SCHUYLKILL R.,RAMP D,CSX
Structure number:000000000038686
Old structure number:670676000206220 (from 1992 edition)
Location:VINE ST.INTERCH. 3590B07
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:170.0 ft. [51.8 m]
Total length:887.2 ft. [270.4 m]
Roadway width between curbs:83.0 ft. [25.3 m]
Deck width edge-to-edge:94.5 ft. [28.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:102,219 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:63.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,887,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactorySatisfactoryFair10221963.0
July 2014FairSatisfactorySatisfactoryFair9905463.0
July 2012FairSatisfactorySatisfactoryFair5430063.0
July 2010FairSatisfactorySatisfactoryFair5467263.0
July 2008FairSatisfactorySatisfactorySatisfactory5411574.0
March 2007FairSatisfactorySatisfactorySatisfactory13229374.0
August 2006FairSatisfactorySatisfactorySatisfactory14021374.0
August 2004FairGoodSatisfactorySatisfactory12421674.0
August 2002FairGoodSatisfactorySatisfactory11708674.0
February 2000FairGoodGoodSatisfactory11421279.0
January 1998GoodGoodVery GoodGood11142679.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.11,21510,1071,10800
Steel Protective Coatingsq. ft.86,02586,025000
Steel Stringerlinear ft.6,4096,10930000
Steel Protective Coatingsq. ft.32,25932,259000
Deck
Reinforced Concrete Decksq. ft.88,789088,78900
Superstructure
Steel Floor Beamlinear ft.2,2562,005220310
Steel Protective Coatingsq. ft.32,25932,259000
Substructure
Reinforced Concrete Columneach1414000
Masonry Pier Walllinear ft.556348193150
Masonry Abutmentlinear ft.5224477500
Reinforced Concrete Pile Cap/Footinglinear ft.30300
Reinforced Concrete Pier Caplinear ft.282120105570
Joints
Strip Seal Jointlinear ft.105105000
Compression Jointlinear ft.46740250015
Bearings
Movable Bearingeach116694700
Steel Protective Coatingsq. ft.86,02586,025000
Fixed Bearingeach6565000
Steel Protective Coatingsq. ft.43,01343,013000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,8283,591202170