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RTE 63 over GENESEE RIVER

Map 

Coordinates:
+42.80456, -77.82709
42°48'16" N, 77°49'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:159.8 ft. [48.7 m]
Total length:283.8 ft. [86.5 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:15.1 ft. [4.6 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: November 2012 

Status:Open, no restriction [A]
Average daily traffic:5,300 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 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: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:50.9 tons [46.3 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:37.3
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$2,657,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201237.3Structurally deficientPoorFairPoor5300
August 201137.3Structurally deficientPoorFairPoor5300
October 201036.0Structurally deficientPoorFairPoor5304
May 200949.6Not deficientFairFairFair5304
October 200851.7Not deficientFairFairFair8501
December 200751.4Not deficientFairFairFair8737
November 200656.6Not deficientFairFairFair5044
September 200465.2Not deficientFairSatisfactorySatisfactory8134
October 200366.3Not deficientSatisfactorySatisfactorySatisfactory8134
September 200266.3Not deficientSatisfactorySatisfactorySatisfactory8134
September 200166.3Not deficientSatisfactorySatisfactorySatisfactory8134
September 200062.0Not deficientSatisfactorySatisfactorySatisfactory8134
October 199962.3Not deficientSatisfactorySatisfactorySatisfactory7909
October 199862.4Not deficientSatisfactorySatisfactorySatisfactory7802
September 199747.3Not deficientSatisfactorySatisfactoryFair7982
December 199634.9Structurally deficientFairFairPoor7982
October 199437.4Structurally deficientFairFairPoor8454
July 199237.4Structurally deficientFairFairPoor6767
July 199054.4Not deficientSatisfactoryFairFair5650