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RTE 915C over CHAMPLAIN CANAL

Map

Coordinates:
+42.93716, -73.64964
42°56'14" N, 73°38'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 915C over CHAMPLAIN CANAL
Structure number:000000004029210
Location:.2 MILE E OF STILLWATER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:179.8 ft. [54.8 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1993
Historic significance:Historical significance is not determinable at this time [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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,097 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:57.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,316,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairFairSatisfactory409757.1
July 2016FairFairFairSatisfactory416453.7
July 2014FairFairFairSatisfactory355458.2
August 2013FairFairFairSatisfactory355458.2
August 2011FairFairFairGood355058.2
September 2009FairFairSatisfactoryGood365370.1
September 2007FairSatisfactorySatisfactoryGood365371.2
September 2005FairSatisfactorySatisfactoryGood365371.2
October 2003FairSatisfactoryGoodGood365371.2
July 2001FairSatisfactoryGoodGood365371.2
June 1999GoodGoodVery GoodGood365367.0
June 1997FairGoodGoodSatisfactory365358.9
August 1995FairSatisfactorySatisfactoryFair365344.2
December 1993FairVery GoodSatisfactoryFair365344.2
June 1991PoorPoorPoorFair365328.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,2601,2184110
Steel Protective Coatingsq. ft.5,47005,415550
Deck
Reinforced Concrete Decksq. ft.6,14205,2219210
Wearing Surfacessq. ft.5,55004,7188320
Superstructure
Steel Trusslinear ft.362199109540
Steel Protective Coatingsq. ft.10,896010,6782180
Steel Floor Beamlinear ft.36525555550
Steel Protective Coatingsq. ft.3,21603,151650
Steel Gusset Plateeach32142160
Steel Protective Coatingsq. ft.6520619330
Substructure
Reinforced Concrete Abutmentlinear ft.86076100
Joints
Compression Jointlinear ft.8200820
Bearings
Pot Bearingeach42200
Steel Protective Coatingsq. ft.2101380
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.555055500
Steel Protective Coatingsq. ft.2,22002,22000