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ON RAMP FROM UNIV. over SCHUYLKILL TIDE WATER

Map

Coordinates:
+39.94283, -75.19395
39°56'34" N, 75°11'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ON RAMP FROM UNIV. over SCHUYLKILL TIDE WATER
Structure number:000000000039388
Old structure number:678018002001500 (from 1992 edition)
Location:UNIV.AVE.INTERCH. 3589K10
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:44.0 ft. [13.4 m]
Total length:2215.0 ft. [675.1 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span 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:9,632 [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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Sufficiency rating:71.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$70,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactorySatisfactoryFair963271.0
June 2014FairSatisfactorySatisfactoryFair1018774.9
July 2012FairSatisfactorySatisfactoryFair977180.1
July 2010FairSatisfactorySatisfactoryFair859580.5
August 2008FairSatisfactorySatisfactoryFair4782.0
August 2006FairSatisfactorySatisfactoryFair4781.0
August 2004FairSatisfactorySatisfactoryFair4682.0
August 2002FairSatisfactorySatisfactoryFair4482.0
July 2000FairSatisfactorySatisfactoryFair4384.0
May 1998FairSatisfactorySatisfactorySatisfactory4295.0
April 1996FairSatisfactorySatisfactorySatisfactory3995.0
June 1994FairSatisfactorySatisfactoryFair3765.2
June 1992GoodGoodGoodGood3671.2
April 1990FairSatisfactorySatisfactoryFair3461.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.354348060
Deck
Reinforced Concrete Decksq. ft.1,6471,5489900
Wearing Surfacessq. ft.1,37101,37100
Substructure
Steel Columneach6205902640
Steel Protective Coatingsq. ft.247,322247,322000
Reinforced Concrete Columneach110337160
Reinforced Concrete Abutmentlinear ft.4235250
Reinforced Concrete Pile Cap/Footinglinear ft.14111213160
Joints
Strip Seal Jointlinear ft.84110174000
Bearings
Movable Bearingeach88000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4,3864,375740
Deck
Reinforced Concrete Slabsq. ft.74,60267,8336,76900
Wearing Surfacessq. ft.74,602074,60200