+38.79306, -84.34417
38°47'35" N, 84°20'39" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-177 over FLOUR CREEK
Structure number:096B00031N
Old structure number:096*0177*B0031 (from 1992 edition)
Location:.45 MI EAST OF JCT US 27
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:47.9 ft. [14.6 m]
Total length:51.5 ft. [15.7 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Owner:State Highway Agency [01]
Year built:1962
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:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,714 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:75.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$140,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairGoodSatisfactorySatisfactory271475.4
February 2016FairGoodSatisfactorySatisfactory283275.3
February 2014FairGoodSatisfactorySatisfactory286175.2
February 2012FairGoodSatisfactorySatisfactory281075.3
March 2010FairGoodSatisfactorySatisfactory285075.3
March 2008FairGoodSatisfactorySatisfactory271075.4
May 2006GoodVery GoodVery GoodGood265075.4
March 2004GoodVery GoodVery GoodGood270275.4
February 2002FairSatisfactoryGoodGood270275.4
February 2000FairSatisfactoryGoodGood270275.4
February 1998FairSatisfactoryGoodGood270275.4
February 1996FairSatisfactoryGoodGood270275.4
March 1994FairSatisfactoryGoodGood207964.4
January 1992FairSatisfactoryGoodGood207964.4
March 1990FairSatisfactoryGoodGood207964.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.260253700
Prestressed Concrete Top Flangesq. ft.1,1071,107000
Wearing Surfacessq. ft.1,0109981200
Reinforced Concrete Abutmentlinear ft.96385800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.10399400
Steel Protective Coatingsq. ft.5154942100