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I-95'DOUBLE DECKER over SCHUYLKILL RIVER,RR,ROAD

Map

Coordinates:
+39.88789, -75.20363
39°53'16" N, 75°12'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-95'DOUBLE DECKER over SCHUYLKILL RIVER,RR,ROAD
Structure number:000000000038530
Old structure number:670095015000000 (from 1992 edition)
Location:GIRARD POINT BRD. 3699J08
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:700.2 ft. [213.4 m]
Total length:5167.2 ft. [1574.9 m]
Roadway width between curbs:96.1 ft. [29.3 m]
Deck width edge-to-edge:119.1 ft. [36.3 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:3277.7 ft. [999.0 m]
Owner:State Highway Agency [01]
Year built:1973
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:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:107,214 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:In place but re-evaluation of design suggested [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$10,081,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairVery GoodSatisfactorySatisfactory10721477.0
August 2015FairVery GoodSatisfactorySatisfactory15577877.0
September 2013FairVery GoodSatisfactorySatisfactory9723877.0
September 2011FairSatisfactorySatisfactorySatisfactory6924976.0
April 2011FairSatisfactoryFairSatisfactory3814565.0
July 2010FairSatisfactoryFairSatisfactory3840665.0
November 2009FairSatisfactoryFairSatisfactory4062365.0
July 2008FairSatisfactoryFairSatisfactory4057467.0
May 2008FairSatisfactoryFairSatisfactory12573868.0
2007Fair--Very Good10721477.0
May 2006FairSatisfactorySatisfactorySatisfactory11863680.0
May 2004FairSatisfactoryFairSatisfactory11139469.0
May 2002FairSatisfactoryFairSatisfactory10500068.0
November 1999FairSatisfactoryFairSatisfactory10988769.0
October 1997FairSatisfactoryFairSatisfactory10720769.0
August 1995FairFairFairSatisfactory9779249.0
June 1993FairSatisfactoryFairSatisfactory9308050.0
June 1991FairSatisfactoryFairSatisfactory8773849.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.92,12492,124000
Steel Protective Coatingsq. ft.193,557193,557000
Deck
Reinforced Concrete Decksq. ft.614,873610,7084,16500
Wearing Surfacessq. ft.573,537569,6523,88500
Superstructure
Steel Trusslinear ft.10,24010,2103000
Steel Protective Coatingsq. ft.193,557193,557000
Steel Floor Beamlinear ft.22,67822,678000
Steel Protective Coatingsq. ft.204,310204,310000
Steel Pin or Pin & Hangar Assemblyeach44000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Columneach361114110
Reinforced Concrete Pier Walllinear ft.1011120700
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Reinforced Concrete Pier Caplinear ft.6464000
Joints
Strip Seal Jointlinear ft.1,9091,730135044
Compression Jointlinear ft.1,7301,730000
Assembly with Sealeach384384000
Other Jointlinear ft.1,2861,281104
Bearings
Movable Bearingeach619615400
Steel Protective Coatingsq. ft.193,557193,557000
Fixed Bearingeach2424000
Steel Protective Coatingsq. ft.129,038129,038000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.20,66820,6450230