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RTE 63 over GENESEE RIVER

Map

Coordinates:
+42.80456, -77.82709
42°48'16" N, 77°49'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 63 over GENESEE RIVER
Structure number:000000001028700
Location:JCT RTE 63 + GENESEE R
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:160.1 ft. [48.8 m]
Total length:288.1 ft. [87.8 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,826 [as of 2015]
Truck traffic:26% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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: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:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:16.1
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,674,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201616.1PoorPoorSeriousPoorSD5826
August 201516.1PoorPoorSeriousPoorSD5851
September 201416.1PoorPoorSeriousPoorSD5304
August 201337.3PoorPoorFairPoorSD5304
November 201237.3PoorPoorFairPoorSD5300
August 201137.3PoorPoorFairPoorSD5300
October 201036.0PoorPoorFairPoorSD5304
May 200949.6FairFairFairFair-5304
October 200851.7FairFairFairFair-8501
December 200751.4FairFairFairFair-8737
November 200656.6FairFairFairFair-5044
September 200465.2FairFairSatisfactorySatisfactory-8134
October 200366.3FairSatisfactorySatisfactorySatisfactory-8134
September 200266.3FairSatisfactorySatisfactorySatisfactory-8134
September 200166.3FairSatisfactorySatisfactorySatisfactory-8134
September 200062.0FairSatisfactorySatisfactorySatisfactory-8134
October 199962.3FairSatisfactorySatisfactorySatisfactory-7909
October 199862.4FairSatisfactorySatisfactorySatisfactory-7802
September 199747.3FairSatisfactorySatisfactoryFair-7982
December 199634.9PoorFairFairPoorSD7982
October 199437.4PoorFairFairPoorSD8454
July 199237.4PoorFairFairPoorSD6767
July 199054.4FairSatisfactoryFairFair-5650