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LIT WESTKILL ROAD over SCHOHARIE CREEK

Map

Coordinates:
+42.26057, -74.39859
42°15'38" N, 74°23'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LIT WESTKILL ROAD over SCHOHARIE CREEK
Structure number:000000003302930
Location:2.3 MILES NW OF LEXINGTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:142.1 ft. [43.3 m]
Total length:146.0 ft. [44.5 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year reconstructed:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:328 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:74.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,875,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodExcellentExcellentVery Good32874.8
May 2015GoodExcellentExcellentVery Good33774.8
June 2013GoodExcellentExcellentVery Good33774.8
July 2011GoodExcellentExcellentGood25088.4
August 2010PoorSeriousFairFair25071.7
August 2009PoorSeriousPoorFair25056.3
July 2007FairFairGoodGood25087.4
July 2005FairFairGoodGood25087.4
November 2003FairSatisfactoryVery GoodGood25088.4
August 2001FairSatisfactoryVery GoodGood25087.4
June 1999FairSatisfactoryVery GoodGood25087.4
June 1997FairSatisfactoryVery GoodGood25087.4
December 1995FairSatisfactoryVery GoodFair25047.4
September 1993FairSatisfactoryVery GoodFair25047.4
September 1991FairVery GoodVery GoodFair25047.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.557557000
Steel Protective Coatingsq. ft.2,4672,467000
Steel Trusslinear ft.284284000
Steel Protective Coatingsq. ft.7,5547,554000
Deck
Prestressed Concrete Decksq. ft.3,6003,600000
Wearing Surfacessq. ft.3,0483,048000
Superstructure
Steel Floor Beamlinear ft.333333000
Steel Protective Coatingsq. ft.2,4382,438000
Steel Gusset Plateeach8080000
Steel Protective Coatingsq. ft.1,1301,130000
Substructure
Reinforced Concrete Abutmentlinear ft.171171000
Masonry Abutmentlinear ft.9494000
Reinforced Concrete Pile Cap/Footinglinear ft.3535000
Bearings
Elastomeric Bearingeach64200
Steel Protective Coatingsq. ft.2420400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.288288000
Steel Protective Coatingsq. ft.1,44001,44000