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CR27 JUNCTION RD over SCHOHARIE CREEK

Map

Coordinates:
+42.74307, -74.32739
42°44'35" N, 74°19'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR27 JUNCTION RD over SCHOHARIE CREEK
Structure number:000000003354640
Location:.1 MI SOUTH OF SLOANSVILL
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:303.2 ft. [92.4 m]
Total length:304.1 ft. [92.7 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Owner:County Highway Agency [02]
Year built:2006
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 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:Good
Status:Open, no restriction [A]
Average daily traffic:1,554 [as of 2017]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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: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 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 the assessed or calculated scour condition. [8]
Sufficiency rating:78.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,292,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodGoodVery GoodVery Good155478.7
November 2016GoodGoodExcellentVery Good138578.8
November 2014GoodVery GoodExcellentExcellent137278.8
October 2012GoodVery GoodExcellentExcellent136078.8
November 2010GoodVery GoodExcellentExcellent109080.0
November 2008GoodVery GoodExcellentExcellent125579.9
December 2006GoodExcellentExcellentExcellent109080.0
July 2005PoorVery GoodPoorFair109019.0
November 2004PoorVery GoodPoorFair109032.6
October 2003FairVery GoodFairSatisfactory109048.4
August 2002FairExcellentFairSatisfactory109048.4
September 2001FairExcellentFairSatisfactory109048.4
October 2000FairExcellentFairSatisfactory109045.3
November 1999PoorExcellentSeriousGood109028.6
November 1998PoorVery GoodSeriousGood109014.5
December 1997PoorVery GoodSeriousSatisfactory109014.5
December 1996PoorVery GoodPoorFair38531.9
October 1995PoorVery GoodSeriousFair38518.5
September 1994PoorVery GoodSeriousFair38518.5
November 1993PoorVery GoodSeriousFair38518.5
October 1992PoorVery GoodSeriousSerious38518.5
October 1991PoorPoorSeriousSerious38513.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,5151,4397600
Steel Protective Coatingsq. ft.7,86507,86500
Deck
Reinforced Concrete Decksq. ft.8,48407,6368480
Wearing Surfacessq. ft.7,75706,9817760
Superstructure
Steel Trusslinear ft.606606000
Steel Protective Coatingsq. ft.46,45744,1152,34200
Steel Floor Beamlinear ft.37627210400
Steel Protective Coatingsq. ft.2,87702,7331440
Steel Gusset Plateeach4848000
Steel Protective Coatingsq. ft.4,8804,39148900
Substructure
Reinforced Concrete Abutmentlinear ft.9890800
Joints
Strip Seal Jointlinear ft.2802800
Assembly with Sealeach2802800
Bearings
Pot Bearingeach40400
Steel Protective Coatingsq. ft.3200320
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.606060600