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FOWLERVILLE ROAD over GENESEE RIVER

Map

Coordinates:
+42.89177, -77.82142
42°53'30" N, 77°49'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FOWLERVILLE ROAD over GENESEE RIVER
Structure number:000000003316240
Location:3.3 MI NE OF YORK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:120.1 ft. [36.6 m]
Total length:303.8 ft. [92.6 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1950
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,373 [as of 2012]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:49.0 tons [44.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:78.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,534,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201678.1FairSatisfactorySatisfactorySatisfactory-1373
October 201474.6FairSatisfactorySatisfactorySatisfactory-1353
June 201363.4FairSatisfactoryFairSatisfactory-1411
June 201263.5FairSatisfactoryFairSatisfactory-1360
June 201162.3FairSatisfactoryFairFair-1360
June 200962.3FairSatisfactoryFairFair-1352
May 200862.3FairSatisfactoryFairFair-1352
May 200762.2FairSatisfactoryFairFair-1518
May 200663.4FairSatisfactoryFairFair-1570
April 200568.3FairGoodFairFair-1518
June 200468.3FairGoodSatisfactoryFair-1518
May 200368.3FairGoodSatisfactoryFair-1518
August 200279.5FairGoodSatisfactorySatisfactory-1518
July 200179.5FairGoodSatisfactorySatisfactory-1518
September 199979.6FairGoodGoodSatisfactory-1170
October 199779.6FairGoodSatisfactorySatisfactory-1170
August 199574.7FairSatisfactoryFairFair-600
October 199373.7FairFairSatisfactoryFair-600
November 199173.7FairFairFairFair-600