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EAGLEVILLE ROAD over BATTEN KILL

Map

Coordinates:
+43.08323, -73.31370
43°04'60" N, 73°18'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAGLEVILLE ROAD over BATTEN KILL
Structure number:000000003306460
Location:5 MI NE OF CAMBRIDGE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:89.9 ft. [27.4 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:15.1 ft. [4.6 m]
Vertical clearance above deck:9.2 ft. [2.8 m]
Owner:County Highway Agency [02]
Year built:1858
Historic significance:Bridge is on the National Register of Historic Places [1]
Main span material:Wood or timber [7]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:292 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:18.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,105,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactoryGood29218.3
July 2017GoodGoodGoodGood28918.3
August 2016GoodGoodGoodGood29318.3
August 2015GoodGoodGoodGood29418.3
September 2014GoodGoodGoodGood29419.2
September 2013GoodGoodGoodGood10019.8
September 2012GoodGoodGoodGood10019.8
July 2011GoodGoodGoodGood10019.8
July 2010GoodGoodGoodGood10019.8
July 2009GoodGoodGoodGood10019.8
August 2008GoodGoodGoodGood10019.8
November 2007GoodGoodGoodGood10019.8
March 2007PoorGoodPoorGood10016.2
August 2005PoorGoodPoorGood10016.2
September 2004PoorGoodPoorGood10016.2
September 2003PoorVery GoodPoorVery Good10016.2
August 2002FairVery GoodSatisfactoryVery Good10019.0
June 2001FairVery GoodSatisfactoryVery Good10019.0
October 2000FairVery GoodSatisfactoryVery Good10019.0
August 1999PoorVery GoodSeriousVery Good10016.2
August 1998PoorVery GoodSeriousGood10016.2
June 1997FairGoodSatisfactoryGood10019.0
August 1996PoorVery GoodSeriousFair10018.5
August 1995PoorVery GoodSeriousFair10017.4
November 1994PoorVery GoodSeriousFair10018.5
September 1993PoorPoorSeriousFair10014.1
July 1992PoorPoorSeriousFair10014.1
July 1991PoorPoorSeriousFair10014.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Stringerlinear ft.90005403600
Timber Trusslinear ft.2010150510
Timber Floor Beamlinear ft.259002590
Substructure
Reinforced Concrete Abutmentlinear ft.110095150
Reinforced Concrete Pile Cap/Footinglinear ft.5004730
Deck
Timber Decksq. ft.1,40001,387130
Wearing Surfacessq. ft.1,40001,387130
Bearings
Other Bearingeach40400
Bridge Rail
Timber Bridge Raillinear ft.201020100