I-80 WB over PA 93 TR 93 EXIT 253


+41.02639, -76.07897
41°01'35" N, 76°04'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-80 WB over PA 93 TR 93 EXIT 253
Structure number:000000000023651
Old structure number:400080255524560 (from 1992 edition)
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:86.0 ft. [26.2 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:44.6 ft. [13.6 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1981
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:14,412 [as of 2016]
Truck traffic:46% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:54.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$838,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorPoorFairSatisfactory1441254.4
September 2015PoorPoorFairGood1523955.6
September 2013FairFairFairGood1493640.7
September 2011FairSatisfactoryFairGood1523444.9
September 2009FairSatisfactoryFairGood1578144.9
September 2007FairSatisfactoryFairGood1239345.3
September 2005FairSatisfactoryFairGood1678642.5
October 2003FairSatisfactorySatisfactoryGood1647153.5
November 2001FairSatisfactorySatisfactoryGood1561151.8
January 2000FairSatisfactorySatisfactoryGood1455552.0
April 1998FairGoodSatisfactoryGood1418763.3
July 1996FairSatisfactoryFairSatisfactory940053.7
August 1994FairSatisfactoryFairSatisfactory1071350.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,02499310210
Reinforced Concrete Decksq. ft.8,8678,33553200
Wearing Surfacessq. ft.8,0017,52148000
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.117981900
Reinforced Concrete Pier Caplinear ft.10199200
Strip Seal Jointlinear ft.194194000
Elastomeric Bearingeach3636000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3583292720