Share:

US 60 over FOURPOLE CREEK

Map

Coordinates:
+38.40627, -82.50050
38°24'23" N, 82°30'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 60 over FOURPOLE CREEK
Structure number:00000000006A098
Location:0.74 MI WEST OF US 52
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.1 ft. [24.4 m]
Total length:625.0 ft. [190.5 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Owner:State Highway Agency [01]
Year built:1949
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 continuous [4]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:12,300 [as of 2015]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:62.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,200,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorPoorFairPoor1230062.9
September 2015PoorPoorFairPoor1230062.9
November 2013PoorPoorFairPoor1290062.8
December 2011PoorSeriousSatisfactoryPoor1290060.7
December 2010PoorSeriousSatisfactoryPoor1260060.6
October 2009PoorSeriousSatisfactoryPoor1260060.6
December 2008PoorPoorGoodSatisfactory1260090.7
December 2007PoorPoorGoodSatisfactory1600090.2
December 2006PoorPoorGoodSatisfactory1600090.2
October 2005PoorPoorGoodSatisfactory1600090.2
October 2004PoorSeriousGoodSatisfactory1600088.1
October 2003PoorSeriousGoodSatisfactory1600088.1
October 2002PoorPoorGoodSatisfactory1600090.2
September 2001PoorPoorGoodSatisfactory1700089.0
September 1999PoorPoorGoodSatisfactory1700089.0
August 1997PoorPoorSatisfactoryGood1950085.8
August 1996PoorPoorFairSerious1950039.6
March 1995PoorPoorFairSerious1700040.1
March 1993PoorPoorFairSerious1700043.3
March 1991PoorPoorFairSerious1700045.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,9764,976000
Steel Protective Coatingsq. ft.75,52875,528000
Deck
Reinforced Concrete Decksq. ft.42,91842,918000
Wearing Surfacessq. ft.32,34432,344000
Superstructure
Steel Pin or Pin & Hangar Assemblyeach1616000
Substructure
Reinforced Concrete Columneach6464000
Reinforced Concrete Abutmentlinear ft.120120000
Reinforced Concrete Pier Caplinear ft.480480000
Joints
Pourable Jointlinear ft.156156000
Bearings
Movable Bearingeach5656000
Fixed Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1741,174000
Reinforced Concrete Bridge Raillinear ft.8080000