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SR 62,TIONESTA BR. over OVER ALLGHNY.R,RIVER ST

Map

Coordinates:
+41.49519, -79.46067
41°29'43" N, 79°27'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 62,TIONESTA BR. over OVER ALLGHNY.R,RIVER ST
Structure number:000000000017194
Old structure number:270062009003330 (from 1992 edition)
Location:TIONESTA BOROUGH
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:159.1 ft. [48.5 m]
Total length:761.2 ft. [232.0 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,929 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Fair [5 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]
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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:69.3
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairFairSatisfactoryFair292969.3
August 2015FairFairSatisfactoryFair307670.8
August 2013FairFairSatisfactoryFair306270.9
August 2011FairFairSatisfactoryFair305470.9
August 2009FairFairSatisfactoryFair346870.5
August 2007FairFairSatisfactoryFair346869.5
September 2005FairFairSatisfactoryFair338566.4
August 2003FairSatisfactorySatisfactoryFair386967.9
September 2001FairSatisfactorySatisfactoryFair380467.2
May 1999FairSatisfactorySatisfactoryFair368367.6
April 1997FairSatisfactorySatisfactoryFair401568.5
June 1995FairSatisfactorySatisfactoryFair385971.5
June 1993FairSatisfactorySatisfactoryFair780670.6
September 1991FairSatisfactorySatisfactoryFair756167.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,1881,95623200
Steel Protective Coatingsq. ft.86,02586,025000
Steel Stringerlinear ft.2,9162,8674900
Steel Protective Coatingsq. ft.43,01343,013000
Deck
Reinforced Concrete Decksq. ft.28,20928,209000
Wearing Surfacessq. ft.23,04923,049000
Concrete Protective Coatingsq. ft.23,04923,049000
Superstructure
Steel Floor Beamlinear ft.6706155500
Steel Protective Coatingsq. ft.64,51964,519000
Substructure
Reinforced Concrete Columneach21010
Reinforced Concrete Pier Walllinear ft.269269000
Reinforced Concrete Abutmentlinear ft.10196320
Reinforced Concrete Pier Caplinear ft.82570250
Joints
Other Jointlinear ft.123418200
Bearings
Movable Bearingeach3636000
Steel Protective Coatingsq. ft.75,27275,272000
Fixed Bearingeach3030000
Steel Protective Coatingsq. ft.53,76653,766000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.747747000
Other Material Bridge Raillinear ft.747747000