+38.33500, -82.78194
38°20'06" N, 82°46'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1654 over WILLIAMS CREEK
Structure number:022B00121N
Old structure number:022*1654*B0121 (from 1992 edition)
Location:.02 MI WEST OF JCT KY 854
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:33.1 ft. [10.1 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:922 [as of 2015]
Truck traffic:11% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:73.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$94,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory92273.4
April 2016GoodGoodGoodGood92273.4
April 2014GoodGoodGoodGood91476.4
April 2012GoodGoodGoodGood101076.3
April 2010GoodGoodGoodGood96576.3
April 2008GoodGoodGoodGood96976.3
March 2006GoodGoodGoodGood98276.3
February 2004GoodGoodGoodGood83576.4
June 2000FairGoodGoodSatisfactory97478.4
June 1998FairGoodGoodSatisfactory97476.3
April 1996GoodGoodGoodGood91777.4
April 1994GoodGoodGoodGood64877.6
April 1992GoodVery GoodVery GoodVery Good64877.6
May 1990GoodVery GoodVery GoodVery Good64877.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.252243090
Prestressed Concrete Top Flangesq. ft.758758000
Wearing Surfacessq. ft.73958915000
Reinforced Concrete Abutmentlinear ft.7562580
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7264800
Steel Protective Coatingsq. ft.360360000