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WHISKEY BRIDGE over GENESEE RIVER

Map

Coordinates:
+42.55843, -78.04752
42°33'30" N, 78°02'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WHISKEY BRIDGE over GENESEE RIVER
Structure number:000000003319860
Location:0.9 MI S PORTAGEVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:99.7 ft. [30.4 m]
Total length:402.9 ft. [122.8 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:County Highway Agency [02]
Year built:1973
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans 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: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:94 [as of 2002]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
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: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 the assessed or calculated scour condition. [8]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:88.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,720,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201588.0FairGoodGoodFair-94
June 201388.0FairGoodGoodFair-94
June 201187.8FairGoodGoodFair-94
May 200988.0FairGoodGoodFair-94
September 200788.0FairGoodGoodFair-94
October 200588.0FairVery GoodGoodFair-94
September 200389.0FairExcellentGoodFair-94
November 200197.1FairExcellentGoodSatisfactory-242
June 200085.0FairFairFairFair-242
August 199885.0FairFairFairFair-242
July 199666.9PoorPoorPoorPoorSD25
July 199469.9PoorSatisfactoryPoorPoorSD25
August 199284.9FairSatisfactoryFairFair-25
September 199082.9FairFairFairFair-25