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SAUNDERS STREET over CHAMPLAIN CANAL

Map

Coordinates:
+43.55524, -73.40177
43°33'19" N, 73°24'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SAUNDERS STREET over CHAMPLAIN CANAL
Structure number:000000004418020
Location:JCT SAUNDERS ST + CHAMP C
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:210.0 ft. [64.0 m]
Total length:215.9 ft. [65.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:2,521 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:85.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,450,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactoryGoodVery Good252185.4
November 2016FairSatisfactoryGoodVery Good232385.4
October 2014GoodGoodVery GoodVery Good231885.4
November 2012GoodGoodVery GoodGood335077.8
November 2010GoodVery GoodVery GoodVery Good335077.8
October 2008GoodVery GoodVery GoodVery Good335077.8
October 2006GoodVery GoodVery GoodVery Good335077.8
October 2004GoodVery GoodVery GoodVery Good335077.8
October 2002GoodVery GoodVery GoodExcellent335077.8
November 2000GoodVery GoodVery GoodExcellent335077.8
September 1998GoodVery GoodVery GoodExcellent335077.8
September 1996GoodVery GoodVery GoodVery Good335077.6
August 1994PoorFairSeriousPoor257026.2
September 1993PoorFairSeriousPoor257026.2
August 1992PoorFairSeriousSerious25708.8
July 1991PoorFairSeriousSerious25708.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,8901,890000
Steel Protective Coatingsq. ft.8,3304,1652,4991,6660
Deck
Reinforced Concrete Decksq. ft.6,6854,0112,3743000
Wearing Surfacessq. ft.6,04006,04000
Superstructure
Steel Trusslinear ft.4203784200
Steel Protective Coatingsq. ft.7,5004,5001,500750750
Steel Floor Beamlinear ft.5044782600
Steel Protective Coatingsq. ft.4,2002,1001,2608400
Steel Gusset Plateeach40281200
Steel Protective Coatingsq. ft.8000450250100
Substructure
Reinforced Concrete Abutmentlinear ft.98485000
Joints
Strip Seal Jointlinear ft.9009000
Bearings
Pot Bearingeach40400
Steel Protective Coatingsq. ft.40004
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,29501,29500
Steel Protective Coatingsq. ft.4,10004,10000