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SR 0081 I-81 over SR 6006 BUSINESS 6

Map

Coordinates:
+41.45689, -75.65998
41°27'25" N, 75°39'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0081 I-81 over SR 6006 BUSINESS 6
Structure number:000000000020461
Old structure number:350081191014520 (from 1992 edition)
Location:SCRANTON CITY OVER BUS 6
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:86.9 ft. [26.5 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:41.7 ft. [12.7 m]
Deck width edge-to-edge:89.6 ft. [27.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:2010
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 [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,178 [as of 2017]
Truck traffic:21% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:71.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$813,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairGoodFairGood3717871.0
July 2015FairVery GoodFairGood3124171.0
July 2013FairVery GoodFairGood3235771.0
July 2011FairVery GoodFairGood1877968.0
July 2009FairFairFairGood1757368.0
August 2007FairFairFairGood7505868.0
August 2005FairFairFairGood4468969.0
November 2004FairFairFairGood4473868.0
September 2003PoorFairFairSerious3707236.0
September 2001PoorFairSatisfactoryPoor4167653.0
January 2000PoorFairSatisfactoryPoor4036853.0
March 1997FairSatisfactoryGoodFair3540370.0
June 1996FairSatisfactoryGoodFair3021370.0
July 1994FairSatisfactoryGoodFair2467870.0
November 1992FairSatisfactoryGoodSatisfactory3241984.0
January 1991FairSatisfactoryGoodSatisfactory3058582.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,4554801,97500
Steel Protective Coatingsq. ft.32,25932,259000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.193193000
Reinforced Concrete Pier Caplinear ft.183183000
Bearings
Movable Bearingeach4804800
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach4804800
Steel Protective Coatingsq. ft.32,25932,259000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4594130460