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COUNTY ROAD 115 over CANISTEO RIVER

Map

Coordinates:
+42.10661, -77.14555
42°06'24" N, 77°08'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 115 over CANISTEO RIVER
Structure number:000000003255800
Location:4.0 MI SW OF CORNING
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:210.0 ft. [64.0 m]
Total length:216.9 ft. [66.1 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Owner:County Highway Agency [02]
Year built:1933
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Posted for other load-capacity restriction [R]
Average daily traffic:2,028 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:49.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,003,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorSatisfactoryPoorGood202849.3
October 2016PoorSatisfactoryPoorGood228645.3
September 2015PoorSatisfactoryPoorGood170945.1
September 2014PoorGoodPoorGood170945.5
August 2013PoorGoodPoorGood170949.4
July 2012PoorFairPoorGood170044.4
August 2011FairGoodFairGood170061.6
August 2010FairGoodFairGood170961.6
August 2009FairVery GoodFairGood159461.6
August 2008FairGoodFairGood170961.6
June 2007FairVery GoodFairGood108761.8
June 2006FairGoodFairGood170961.6
June 2005FairVery GoodFairGood170961.6
June 2003FairVery GoodFairGood170962.6
July 2001FairVery GoodFairGood153762.7
June 1999FairExcellentFairGood157855.2
July 1997FairExcellentFairVery Good157862.7
July 1995FairVery GoodFairFair125062.7
July 1993FairVery GoodFairFair125062.7
June 1991FairVery GoodFairFair125044.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,05063741300
Steel Protective Coatingsq. ft.5,21904,6985210
Deck
Reinforced Concrete Decksq. ft.5,0355,035000
Wearing Surfacessq. ft.4,6204,620000
Superstructure
Steel Trusslinear ft.4200039030
Steel Protective Coatingsq. ft.12,99508,4464,300249
Steel Floor Beamlinear ft.27001351305
Steel Protective Coatingsq. ft.2,33501,1681,000167
Steel Gusset Plateeach3202660
Steel Protective Coatingsq. ft.19201523010
Substructure
Reinforced Concrete Abutmentlinear ft.8208200
Joints
Compression Jointlinear ft.4604600
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.100370
Fixed Bearingeach20110
Steel Protective Coatingsq. ft.100370
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.430000430
Steel Protective Coatingsq. ft.1,0220001,022