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I-78 & PA 309 over SR 2010 & LT LEHIGH CR

Map

Coordinates:
+40.56614, -75.50254
40°33'58" N, 75°30'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-78 & PA 309 over SR 2010 & LT LEHIGH CR
Structure number:000000000023050
Old structure number:390078056400000 (from 1992 edition)
Location:0.8 M.S.OF CEDAR CREST
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:231.0 ft. [70.4 m]
Total length:661.1 ft. [201.5 m]
Roadway width between curbs:107.0 ft. [32.6 m]
Deck width edge-to-edge:113.5 ft. [34.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 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]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:83,199 [as of 2017]
Truck traffic:20% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:77.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactorySatisfactory8319977.8
November 2015FairSatisfactorySatisfactorySatisfactory8124977.8
November 2013FairSatisfactoryFairFair8591366.6
April 2012FairSatisfactoryFairFair4211164.6
April 2010FairSatisfactorySatisfactoryFair4119264.2
October 2009FairSatisfactorySatisfactoryFair4119264.2
April 2008FairSatisfactorySatisfactorySatisfactory6035472.2
March 2006FairSatisfactorySatisfactorySatisfactory8251472.2
November 2005FairSatisfactorySatisfactorySatisfactory8251471.9
March 2004FairSatisfactoryGoodSatisfactory8251471.9
January 2003FairSatisfactoryGoodSatisfactory7537472.9
March 2002FairSatisfactoryGoodSatisfactory7584772.9
March 2000FairSatisfactoryGoodGood6543372.9
April 1998FairSatisfactoryGoodGood6111072.9
April 1996GoodGoodGoodGood6011878.9
May 1994GoodGoodVery GoodGood4895078.9
July 1992GoodGoodVery GoodGood4853977.9
October 1990GoodGoodVery GoodGood4419178.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,2601,260000
Steel Protective Coatingsq. ft.21,50621,506000
Reinforced Concrete Girder/Beamlinear ft.5,1915,05513600
Reinforced Concrete Stringerlinear ft.2,4552,31514000
Deck
Reinforced Concrete Decksq. ft.68,77865,3393,43900
Superstructure
Reinforced Concrete Archlinear ft.1,9601,755140650
Reinforced Concrete Floor Beamlinear ft.1,2101,1308000
Substructure
Reinforced Concrete Columneach68501800
Reinforced Concrete Abutmentlinear ft.2202081200
Reinforced Concrete Pier Caplinear ft.93581011780
Joints
Compression Jointlinear ft.1,1551,155000
Bearings
Elastomeric Bearingeach6565000
Movable Bearingeach3636000
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach1818000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,7681,768000