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TUCKER ROAD over KENYONTOWN CREEK

Map 

Coordinates:
+43.46226, -73.93931
43°27'44" N, 73°56'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TUCKER ROAD over KENYONTOWN CREEK
Structure number:000000002203520
Location:3 MI N OF STONY CREEK
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:22.0 ft. [6.7 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:Town or Township Highway Agency [03]
Year reconstructed:2009
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:9 [as of 2006]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:18.9 tons [17.2 metric tons]
Inventory rating:11.0 tons [10.0 metric tons]
Sufficiency rating:39.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$200,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201639.7FairSatisfactoryFairFair-9
July 201539.7FairSatisfactorySatisfactoryFair-9
July 201437.6FairSatisfactorySatisfactoryFair-9
August 201347.6FairSatisfactorySatisfactorySatisfactory-9
July 201247.6FairGoodGoodSatisfactory-10
July 201147.6FairGoodGoodSatisfactory-10
August 201047.6FairGoodGoodSatisfactory-43
August 200947.6FairExcellentSatisfactorySatisfactory-9
August 200832.6FairSatisfactorySatisfactoryFairFO9
July 200732.6FairSatisfactorySatisfactoryFairFO9
June 200632.6FairSatisfactorySatisfactoryFairFO9
May 200532.5FairSatisfactorySatisfactoryFairFO43
September 200432.5FairGoodGoodFairFO43
July 200332.5FairGoodGoodFairFO43
September 200232.3FairGoodGoodFairFO43
June 200146.5FairExcellentVery GoodFair-43
June 200046.5FairExcellentVery GoodFair-43
May 199924.0PoorSatisfactoryVery GoodSeriousSD43
June 199854.6GoodVery GoodVery GoodGood-43
May 199724.0PoorVery GoodGoodSeriousSD43
June 199626.5PoorVery GoodSatisfactorySeriousSD2
May 199446.9FairVery GoodSatisfactoryFair-2
April 199241.3FairFairSatisfactoryFair-2
April 199042.3FairFairSatisfactoryFair-2