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RTE 9B over GREAT CHAZY RIVER

Map

Coordinates:
+44.94235, -73.40902
44°56'32" N, 73°24'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 9B over GREAT CHAZY RIVER
Structure number:000000001006270
Location:IN VILL OF COOPERSVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:109.9 ft. [33.5 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Posted for other load-capacity restriction [R]
Average daily traffic:2,782 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:31.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,976,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorGoodSeriousFair278231.3
August 2015PoorGoodPoorFair279944.4
August 2013PoorGoodPoorFair212855.4
August 2011PoorGoodPoorFair215055.4
September 2009FairGoodFairFair213271.8
October 2007FairGoodFairFair243971.6
September 2005FairGoodSatisfactoryFair276961.2
October 2003FairVery GoodSatisfactoryFair276961.2
September 2001GoodVery GoodVery GoodGood276973.5
September 1999GoodVery GoodVery GoodGood205984.0
June 1997FairVery GoodGoodSatisfactory224884.9
October 1995FairVery GoodSatisfactoryFair224873.6
August 1993FairVery GoodSatisfactorySatisfactory232084.8
November 1991FairVery GoodSatisfactorySatisfactory158967.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,029860108601
Steel Protective Coatingsq. ft.4,5034,503000
Deck
Reinforced Concrete Decksq. ft.3,5803,573070
Wearing Surfacessq. ft.3,3513,344070
Superstructure
Steel Trusslinear ft.2292098120
Steel Protective Coatingsq. ft.5,8335,833000
Steel Floor Beamlinear ft.25213656600
Steel Protective Coatingsq. ft.2,0922,092000
Steel Gusset Plateeach145531
Steel Protective Coatingsq. ft.406406000
Substructure
Reinforced Concrete Abutmentlinear ft.120012000
Bearings
Elastomeric Bearingeach44000
Steel Protective Coatingsq. ft.1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.229229000
Steel Protective Coatingsq. ft.1,7161,716000