+37.51972, -83.76556
37°31'11" N, 83°45'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-399 over DUCK FORK CREEK
Structure number:065B00023N
Old structure number:065*0399*B0023 (from 1992 edition)
Location:.1 MI S OF S-JCT KY 587
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1977
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: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:455 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:67.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactoryFairFair45567.9
March 2015FairSatisfactoryFairFair36667.9
March 2013FairSatisfactoryFairFair41467.9
December 2011FairSatisfactorySatisfactoryFair38767.9
December 2009FairSatisfactoryGoodGood42078.9
December 2007FairSatisfactoryGoodGood40378.9
October 2005FairSatisfactoryGoodGood44578.9
December 2003FairSatisfactoryGoodSatisfactory40078.9
December 2001FairSatisfactoryGoodSatisfactory40081.9
December 1999GoodGoodGoodGood40080.9
December 1997FairSatisfactoryGoodSatisfactory40080.9
October 1995FairSatisfactoryGoodSatisfactory33779.7
December 1993GoodGoodGoodGood33779.7
December 1991GoodGoodGoodGood33779.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.2562371540
Prestressed Concrete Top Flangesq. ft.760760000
Wearing Surfacessq. ft.733733000
Masonry Abutmentlinear ft.97742300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6262000
Steel Protective Coatingsq. ft.310310000