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WEST MAIN STREET over FULMER CREEK

Map

Coordinates:
+43.01034, -75.01133
43°00'37" N, 75°00'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST MAIN STREET over FULMER CREEK
Structure number:000000001002730
Location:04MI E JCT RTS 28+5S
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:80.7 ft. [24.6 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Skew angle:
Owner:Town or Township Highway Agency [03]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,865 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,703,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairFair586569.4
May 2016FairFairFairFair600066.8
April 2014FairFairFairFair628669.3
April 2012FairFairFairFair650070.9
May 2010FairFairSatisfactoryFair560455.8
May 2008FairFairSatisfactoryFair560477.6
May 2006FairFairSatisfactoryFair1095055.3
July 2004FairFairSatisfactoryFair1095083.4
July 2002FairFairSatisfactoryFair1095085.4
August 2000FairFairGoodFair1095085.4
July 1998FairFairGoodSatisfactory1095096.5
April 1996PoorPoorSatisfactoryPoor1095066.4
April 1994PoorPoorPoorPoor1095064.7
November 1992PoorPoorFairPoor1431065.3
November 1990PoorPoorFairPoor1483865.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,6801,6523817
Deck
Prestressed Concrete Top Flangesq. ft.4,36804,36800
Wearing Surfacessq. ft.3,3602,9002102500
Substructure
Reinforced Concrete Abutmentlinear ft.11398960
Joints
Pourable Jointlinear ft.104000104
Bearings
Movable Bearingeach2000155
Fixed Bearingeach2001460
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.168016107
Steel Protective Coatingsq. ft.1,51007550755