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US-68 over GREASY CREEK

Map

Coordinates:
+37.15167, -85.56111
37°09'06" N, 85°33'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-68 over GREASY CREEK
Structure number:044B00013N
Old structure number:044*0068*B0013 (from 1992 edition)
Location:1.5 MI S.W. OF JCT KY 487
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:860 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:53.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$126,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairFairGood86053.3
October 2016FairFairFairGood98652.9
October 2015FairFairFairGood98652.9
October 2014FairFairFairGood98652.9
October 2013FairFairFairGood88053.2
October 2012FairFairFairGood86253.3
October 2011FairFairFairGood83153.4
October 2010FairFairFairSatisfactory86653.3
October 2009FairFairFairSatisfactory92153.1
November 2008FairFairFairSatisfactory92253.1
October 2007FairFairFairSatisfactory92253.1
October 2005FairSatisfactorySatisfactorySatisfactory83866.0
October 2003FairSatisfactoryGoodSatisfactory96465.3
October 2001FairSatisfactoryGoodSatisfactory96463.3
October 2000FairSatisfactoryGoodSatisfactory96463.3
October 1998FairSatisfactoryGoodGood96463.3
October 1996FairSatisfactoryGoodGood96463.3
October 1995FairSatisfactoryGoodGood94463.4
October 1994FairSatisfactoryGoodGood94456.4
October 1993GoodGoodGoodGood94456.4
October 1992GoodGoodGoodGood94456.4
October 1991GoodGoodVery GoodGood94456.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.176088880
Deck
Reinforced Concrete Top Flangesq. ft.96808031650
Wearing Surfacessq. ft.841841000
Substructure
Reinforced Concrete Abutmentlinear ft.8880800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8808800
Steel Protective Coatingsq. ft.440440000