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CLINTON ST over TROUT BROOK

Map 

Coordinates:
+42.59424, -76.09141
42°35'39" N, 76°05'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CLINTON ST over TROUT BROOK
Structure number:000000003207760
Location:VILLAGE OF MCGRAW
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:69.9 ft. [21.3 m]
Total length:73.8 ft. [22.5 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1979
Year reconstructed:2002
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: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: July 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,456 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:94.8 tons [86.2 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Sufficiency rating:57.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$131,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201657.9PoorGoodExcellentPoorSD1456
May 201484.9FairGoodExcellentSatisfactory-1460
June 201284.9FairGoodExcellentSatisfactory-1460
June 201084.9FairSatisfactoryExcellentSatisfactory-1566
June 200885.9FairExcellentExcellentSatisfactory-1566
July 200658.2GoodExcellentExcellentExcellent-1661
October 200459.2GoodExcellentExcellentExcellent-1661
December 200259.2GoodExcellentExcellentExcellent-1661
September 200151.9PoorSeriousSatisfactoryGoodSD1661
September 200053.9PoorPoorSatisfactoryGoodSD1661
September 199953.9PoorPoorSatisfactoryGoodSD1667
September 199855.8PoorPoorSatisfactoryGoodSD1667
September 199755.8PoorPoorSatisfactorySatisfactorySD1667
September 199654.4PoorPoorFairSatisfactorySD400
June 199563.9PoorPoorSatisfactorySatisfactorySD400
May 199360.2PoorPoorSatisfactorySatisfactorySD400
May 199160.5PoorPoorVery GoodSatisfactorySD400