+42.07587, -77.92466
42°04'33" N, 77°55'29" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:000000002215180
Location:0.7 MI S OF STANDARDS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:140.8 ft. [42.9 m]
Total length:143.7 ft. [43.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:15°
Owner:Town or Township Highway Agency [03]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:321 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:85.0 tons [77.3 metric tons]
Sufficiency rating:94.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$985,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201694.4GoodVery GoodVery GoodVery Good-321
September 201494.4GoodVery GoodVery GoodVery Good-402
August 201294.4GoodVery GoodVery GoodVery Good-350
July 201094.4GoodVery GoodVery GoodVery Good-346
August 200894.4GoodVery GoodVery GoodVery Good-346
August 200694.4GoodVery GoodVery GoodVery Good-395
August 200494.4GoodVery GoodVery GoodVery Good-395
August 200294.4GoodVery GoodVery GoodVery Good-510
August 200094.4GoodVery GoodVery GoodVery Good-510
September 199894.4GoodVery GoodVery GoodVery Good-510
July 199694.4GoodVery GoodVery GoodVery Good-400
August 199493.9GoodVery GoodVery GoodVery Good-400
September 199293.9GoodVery GoodVery GoodVery Good-400
October 199093.9GoodVery GoodVery GoodVery Good-400