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STICKNEY BR ROAD over E B AUSABLE RIVER

Map

Coordinates:
+44.41295, -73.68094
44°24'47" N, 73°40'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STICKNEY BR ROAD over E B AUSABLE RIVER
Structure number:000000003302070
Location:2 MI S OF AU SABLE FORKS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:114.8 ft. [35.0 m]
Total length:117.1 ft. [35.7 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:17.1 ft. [5.2 m]
Owner:County Highway Agency [02]
Year built:1928
Year reconstructed:2013
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:318 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Very Good [8 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:71.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,517,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairExcellentVery GoodFair31871.1
May 2016FairExcellentVery GoodFair31966.2
June 2014FairExcellentVery GoodFair16464.3
June 2013PoorFairPoorFair16425.8
August 2011FairFairSatisfactoryFair16068.2
September 2009FairFairGoodFair49468.0
July 2007FairFairGoodFair53268.0
June 2005FairFairGoodFair51668.0
August 2003FairFairGoodFair51668.0
October 2001PoorPoorGoodFair51667.0
September 1999FairFairGoodSatisfactory5084.2
September 1997PoorPoorSatisfactoryPoor5055.2
September 1995PoorVery GoodVery GoodPoor5052.8
September 1994PoorSeriousSeriousPoor5025.6
August 1993PoorSeriousSeriousPoor5031.0
July 1992PoorSeriousSeriousPoor5031.0
August 1991PoorSerious-Poor5027.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.570570000
Steel Protective Coatingsq. ft.2,0592,059000
Steel Trusslinear ft.230230000
Steel Protective Coatingsq. ft.4,5824,582000
Steel Floor Beamlinear ft.160160000
Steel Protective Coatingsq. ft.977977000
Steel Gusset Plateeach4848000
Steel Protective Coatingsq. ft.384384000
Substructure
Reinforced Concrete Abutmentlinear ft.141074670
Reinforced Concrete Pile Cap/Footinglinear ft.56017390
Deck
Corrugated or Orthotropic Decksq. ft.1,8431,843000
Wearing Surfacessq. ft.1,83201,83200
Joints
Compression Jointlinear ft.3203200
Bearings
Movable Bearingeach70700
Steel Protective Coatingsq. ft.1401400
Fixed Bearingeach70700
Steel Protective Coatingsq. ft.1401400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.230230000
Steel Protective Coatingsq. ft.460046000