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GOULD ROAD over KINDERHOOK CREEK

Map

Coordinates:
+42.52564, -73.41657
42°31'32" N, 73°24'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GOULD ROAD over KINDERHOOK CREEK
Structure number:000000002202160
Location:2.8MI SW OF STEPHENTOWN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.7 ft. [18.2 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:19.0 ft. [5.8 m]
Owner:Town or Township Highway Agency [03]
Year built:1947
Year reconstructed:1992
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:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:87 [as of 2018]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:75.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,643,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairGoodGoodFair8775.0
May 2016FairGoodGoodFair7275.0
May 2014FairGoodGoodFair7274.3
June 2012FairGoodGoodFair7075.0
June 2010FairGoodGoodFair7075.0
July 2008FairGoodGoodFair7075.0
July 2006FairGoodGoodFair7075.0
August 2004FairGoodGoodFair7075.0
August 2002FairGoodGoodFair7075.0
July 2000FairGoodGoodFair7075.0
May 1998FairGoodGoodFair7075.0
July 1996PoorVery GoodVery GoodPoor15048.0
August 1994PoorVery GoodVery GoodPoor15046.9
August 1992PoorVery GoodVery GoodPoor15049.0
March 1992PoorFair-Poor15025.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.3593095000
Steel Protective Coatingsq. ft.1,2920905129258
Steel Trusslinear ft.119119000
Steel Protective Coatingsq. ft.1,60901,2870322
Steel Floor Beamlinear ft.6868000
Steel Protective Coatingsq. ft.3900351039
Steel Gusset Plateeach2424000
Steel Protective Coatingsq. ft.96076020
Substructure
Reinforced Concrete Abutmentlinear ft.102058440
Reinforced Concrete Pile Cap/Footinglinear ft.1000100
Joints
Assembly without Seal Jointlinear ft.3800362
Deck
Timber Decksq. ft.1,13722791000
Wearing Surfacessq. ft.1,13702279100
Bearings
Movable Bearingeach80080
Steel Protective Coatingsq. ft.2400024
Fixed Bearingeach80260
Steel Protective Coatingsq. ft.2400024
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120012000
Steel Protective Coatingsq. ft.2390229100