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RTE 415 over COHOCTON RIVER

Map

Coordinates:
+42.39226, -77.40092
42°23'32" N, 77°24'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 415 over COHOCTON RIVER
Structure number:000000001011380
Location:JCT SR 415 & COHOCTON RIV
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:144.7 ft. [44.1 m]
Total length:367.1 ft. [111.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,796 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:97.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,661,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory279697.5
April 2016FairSatisfactorySatisfactoryGood282897.5
March 2014FairSatisfactorySatisfactoryGood298996.4
March 2012FairSatisfactorySatisfactoryGood345096.2
February 2010FairSatisfactorySatisfactoryGood347296.2
January 2008FairSatisfactoryGoodGood339296.2
January 2006FairSatisfactoryGoodGood370996.0
January 2004FairSatisfactoryGoodGood136498.3
January 2002FairSatisfactoryGoodGood134098.3
February 2000FairSatisfactoryGoodGood145098.2
February 1998GoodGoodVery GoodGood145098.2
March 1996GoodVery GoodVery GoodVery Good102099.5
March 1994GoodVery GoodVery GoodVery Good102099.9
February 1992GoodVery GoodVery GoodVery Good157999.9
June 1991PoorSeriousSeriousPoor165426.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,82401,82400
Steel Protective Coatingsq. ft.27,023026,5834400
Deck
Reinforced Concrete Decksq. ft.15,43512,3493,076100
Wearing Surfacessq. ft.14,700014,688120
Substructure
Reinforced Concrete Pier Walllinear ft.147143400
Reinforced Concrete Abutmentlinear ft.100692650
Joints
Pourable Jointlinear ft.8407725
Bearings
Pot Bearingeach20101000
Steel Protective Coatingsq. ft.107119600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7350662730
Steel Protective Coatingsq. ft.2,38602,38600