+43.48891, -73.76459
43°29'20" N, 73°45'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000003305720
Location:.5 MILE NW OF I87 EXIT 23
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:107.9 ft. [32.9 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1996
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:1,929 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 conditions; field review indicates action is required. [4]
Operating rating:76.9 tons [69.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:74.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$511,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201574.7Not deficientFairGoodGood1929
June 201374.7Not deficientFairGoodGood1929
June 201175.9Not deficientSatisfactoryVery GoodVery Good758
June 200975.9Not deficientSatisfactoryVery GoodVery Good758
June 200766.0Not deficientVery GoodExcellentVery Good758
August 200566.0Not deficientVery GoodExcellentVery Good758
September 200367.0Not deficientExcellentExcellentExcellent758
October 200166.9Not deficientExcellentExcellentExcellent758
June 199966.9Not deficientExcellentExcellentExcellent758
June 199766.9Not deficientVery GoodVery GoodVery Good758
March 199729.6Structurally deficientSeriousSeriousSerious758
August 199530.0Structurally deficientSeriousSeriousSerious758
October 199430.0Structurally deficientSeriousSeriousSerious758
July 199330.0Structurally deficientSeriousSeriousSerious758
October 199230.0Structurally deficientSeriousSeriousSerious758
November 199129.6Structurally deficientSeriousSeriousSerious758