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SCIPIO ROAD over KESHEQUA CREEK

Map

Coordinates:
+42.62914, -77.87038
42°37'45" N, 77°52'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SCIPIO ROAD over KESHEQUA CREEK
Structure number:000000003316430
Location:5 MI NE OF NUNDA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:97.8 ft. [29.8 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1962
Year reconstructed:1996
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:Girder and floorbeam system [03]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:137 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:85.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,468,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairExcellentGoodSatisfactory13785.1
August 2015FairSatisfactorySatisfactorySatisfactory20184.6
October 2013FairSatisfactorySatisfactorySatisfactory20185.7
October 2011FairGoodSatisfactoryFair20073.7
October 2009FairGoodSatisfactoryFair27666.2
December 2008FairGoodSatisfactoryFair25966.2
May 2007FairGoodSatisfactoryFair25966.2
April 2005FairGoodSatisfactoryFair25977.4
May 2003FairGoodSatisfactoryFair25978.4
July 2001FairGoodSatisfactoryFair25978.4
May 1999FairVery GoodSatisfactoryFair28678.4
April 1997FairVery GoodSatisfactorySatisfactory28688.4
March 1997PoorFairPoorPoor2549.8
July 1995PoorFairSeriousSerious2536.0
July 1994PoorFairSeriousFair2539.4
November 1993PoorFairSeriousFair2539.4
November 1992PoorFairSeriousFair2539.4
October 1991PoorFairSeriousFair2539.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.196019600
Steel Protective Coatingsq. ft.4,0424,042000
Steel Stringerlinear ft.1,47001,428420
Steel Protective Coatingsq. ft.4,5084,508000
Steel Floor Beamlinear ft.222022200
Steel Protective Coatingsq. ft.1,6161,616000
Substructure
Reinforced Concrete Abutmentlinear ft.8008000
Reinforced Concrete Pile Cap/Footinglinear ft.4040000
Joints
Pourable Jointlinear ft.5805800
Deck
Timber Decksq. ft.2,8002,800000
Wearing Surfacessq. ft.2,5202,520000
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.22000
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.22000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.200199100
Steel Protective Coatingsq. ft.768768000