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CR 8TY ROAD 8 over BUTTERNUT CREEK

Map

Coordinates:
+42.47664, -75.31904
42°28'36" N, 75°19'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 8TY ROAD 8 over BUTTERNUT CREEK
Structure number:000000003353790
Location:.1 MI NE OF GILBERTSVILLE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:99.7 ft. [30.4 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:28°
Owner:County Highway Agency [02]
Year built:1996
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:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:511 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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: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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:34.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$3,256,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorFairPoorGood51134.5
May 2016PoorFairPoorGood52947.2
May 2014PoorSatisfactoryPoorGood52740.9
April 2012GoodVery GoodVery GoodGood53087.5
April 2010GoodVery GoodVery GoodGood52587.5
April 2008GoodVery GoodVery GoodVery Good52588.5
April 2006GoodVery GoodVery GoodVery Good57388.5
March 2004GoodVery GoodVery GoodVery Good57388.5
November 2002GoodVery GoodVery GoodVery Good57388.5
September 2000GoodVery GoodVery GoodVery Good57388.5
August 1998GoodExcellentExcellentExcellent57388.5
November 1996GoodVery GoodVery GoodVery Good57389.5
October 1995PoorPoorSeriousPoor80831.9
November 1994PoorSeriousSeriousPoor80830.9
November 1993PoorSeriousSeriousSerious80830.9
October 1992PoorSeriousSeriousSerious80822.6
October 1991PoorSeriousSeriousSerious80822.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.900384578829
Steel Protective Coatingsq. ft.4,1777511503,987
Steel Trusslinear ft.200020000
Steel Protective Coatingsq. ft.3,1432,54360000
Steel Floor Beamlinear ft.141048930
Steel Protective Coatingsq. ft.1,1570198264695
Steel Gusset Plateeach4204200
Steel Protective Coatingsq. ft.604060400
Substructure
Reinforced Concrete Abutmentlinear ft.10298400
Reinforced Concrete Pile Cap/Footinglinear ft.4004000
Deck
Corrugated or Orthotropic Decksq. ft.2,93302,6402930
Wearing Surfacessq. ft.2,60002,3502500
Steel Protective Coatingsq. ft.2,93302,6400293
Joints
Compression Jointlinear ft.6600066
Bearings
Elastomeric Bearingeach2202200
Steel Protective Coatingsq. ft.48012036
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2001703000
Steel Protective Coatingsq. ft.7407251500