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FEATHERS CREEK RD over FEATHERS CREEK

Map

Coordinates:
+42.24522, -78.01390
42°14'43" N, 78°00'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FEATHERS CREEK RD over FEATHERS CREEK
Structure number:000000002214040
Location:1.9 MI NE OF BELMONT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:31.8 ft. [9.7 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:35°
Owner:Town or Township Highway Agency [03]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:273 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:47.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,003,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorGoodPoorPoor27347.8
June 2017PoorGoodPoorPoor27048.0
June 2016PoorVery GoodPoorPoor30748.4
June 2015PoorVery GoodPoorPoor30246.4
June 2014PoorVery GoodPoorPoor30242.5
May 2013PoorVery GoodFairPoor30040.7
May 2012PoorVery GoodFairPoor30040.7
May 2010PoorVery GoodFairPoor30340.7
August 2009PoorVery GoodFairPoor28447.0
September 2008PoorVery GoodFairPoor18851.7
September 2006FairVery GoodFairFair29763.1
September 2004FairVery GoodFairFair18867.8
August 2002FairVery GoodFairFair18868.7
July 2000FairVery GoodFairGood18868.6
September 1998FairExcellentFairFair18868.6
July 1996PoorVery GoodFairPoor20655.9
August 1994PoorVery GoodFairPoor24063.9
September 1992PoorVery GoodFairPoor24068.7
October 1990PoorVery GoodFairPoor24055.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.44600343103
Steel Protective Coatingsq. ft.2,1742,174000
Substructure
Steel Pileeach850362623
Steel Protective Coatingsq. ft.2,1242,124000
Steel Pier Caplinear ft.5751600
Steel Protective Coatingsq. ft.114114000
Deck
Timber Decksq. ft.92869623200
Wearing Surfacessq. ft.8585432151000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7070000
Steel Protective Coatingsq. ft.21010510500
Timber Bridge Raillinear ft.7007000