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RTE 67 over CHAMPLAIN CANAL, HUDSON

Map

Coordinates:
+42.90570, -73.68330
42°54'21" N, 73°40'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 67 over CHAMPLAIN CANAL, HUDSON
Structure number:000000004415150
Location:JCT.RT 67 & CHAMPL. CANAL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:240.2 ft. [73.2 m]
Total length:580.1 ft. [176.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1946
Year reconstructed:2009
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,337 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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 replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:40.9 tons [37.2 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:49.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$747,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201549.5FairGoodFairGood-6337
July 201357.7FairGoodFairGood-6337
August 201258.3FairVery GoodFairFair-5800
December 201170.4FairVery GoodSatisfactoryGood-5800
August 200970.2GoodExcellentVery GoodVery Good-6027
October 200742.9PoorFairPoorPoorSD6027
August 200542.2PoorSatisfactoryPoorPoorSD7228
May 200338.0PoorFairPoorPoorSD12277
August 200146.5FairFairFairFairFO12277
August 199950.6FairFairFairFairFO8792
June 199735.3PoorPoorFairPoorSD9100
May 199535.2PoorPoorPoorPoorSD9100
June 199335.2PoorPoorFairPoorSD22611
April 199135.2PoorPoorPoorPoorSD12429