+43.48725, -73.77934
43°29'14" N, 73°46'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000003305730
Location:2 MI WEST OF I87 EXIT 23
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:154.9 ft. [47.2 m]
Total length:162.1 ft. [49.4 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Owner:County Highway Agency [02]
Year built:2011
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
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: September 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,929 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
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 desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:92.8 tons [84.4 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Sufficiency rating:78.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,064,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201578.2GoodExcellentExcellentExcellent-1929
October 201378.2GoodExcellentExcellentExcellent-1929
October 201178.2GoodExcellentExcellentExcellent-1510
March 20118.0PoorPoorCriticalCriticalSD1510
September 20098.0PoorPoorCriticalCriticalSD1510
June 20088.0PoorPoorCriticalCriticalSD1510
July 20078.0PoorPoorCriticalSeriousSD1510
September 20068.0PoorPoorCriticalSeriousSD1510
September 20058.0PoorPoorCriticalSeriousSD1510
November 20048.0PoorPoorSeriousSeriousSD1510
August 20038.0PoorPoorCriticalSeriousSD1510
November 20028.0PoorPoorSeriousSeriousSD1510
November 20018.0PoorPoorSeriousSeriousSD1510
September 20008.0PoorPoorSeriousSeriousSD1510
November 19998.0PoorPoorSeriousSeriousSD1510
September 19988.0PoorPoorSeriousFairSD1510
July 19978.0PoorPoorSeriousSeriousSD1510
June 199610.0PoorPoorSeriousSeriousSD1174
July 19959.5PoorPoorSeriousSeriousSD1174
September 19949.5PoorPoorSeriousSeriousSD1174
July 19939.5PoorPoorSeriousSeriousSD1174
August 19929.5PoorPoorSeriousSeriousSD1174
November 199113.0PoorFairSeriousPoorSD1174