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SR 2002,HIGH ST. over OVER TIONESTA CREEK

Map

Coordinates:
+41.70204, -79.03545
41°42'07" N, 79°02'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2002,HIGH ST. over OVER TIONESTA CREEK
Structure number:000000000034135
Old structure number:612002037016780 (from 1992 edition)
Location:SHEFFIELD TOWNSHIP
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:104.0 ft. [31.7 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:146 [as of 2018]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:69.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairGoodSatisfactoryFair14669.4
July 2016FairGoodSatisfactoryFair15169.4
July 2014FairGoodSatisfactoryFair32064.7
July 2012FairGoodSatisfactoryFair32364.7
July 2010FairGoodSatisfactoryFair32566.7
July 2008FairGoodSatisfactoryFair32565.7
July 2006FairGoodSatisfactoryFair32566.7
July 2004FairGoodSatisfactoryFair31666.7
July 2002FairGoodSatisfactoryFair25966.8
August 2000FairGoodSatisfactoryFair25767.8
August 1998FairGoodSatisfactoryFair25167.8
August 1996FairSatisfactorySatisfactorySatisfactory26178.8
August 1994FairGoodSatisfactorySatisfactory15983.4
July 1992FairGoodSatisfactorySatisfactory15783.4
August 1990GoodGoodGoodGood15284.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.6165852821
Steel Protective Coatingsq. ft.2,63702,3073300
Deck
Reinforced Concrete Decksq. ft.2,8892,889000
Wearing Surfacessq. ft.2,4612,461000
Concrete Protective Coatingsq. ft.2,4612,461000
Superstructure
Steel Trusslinear ft.20511655340
Steel Protective Coatingsq. ft.4,66004,065440155
Steel Floor Beamlinear ft.2161951290
Steel Protective Coatingsq. ft.1,77101,386253132
Substructure
Reinforced Concrete Abutmentlinear ft.1002444320
Masonry Abutmentlinear ft.4000400
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.214214000