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KY-289 over OWL CREEK

Map

Coordinates:
+37.39361, -85.36000
37°23'37" N, 85°21'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-289 over OWL CREEK
Structure number:109B00003N
Old structure number:109*0289*B0003 (from 1992 edition)
Location:.2 MI N OF JCT KY 1400
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:State Highway Agency [01]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,448 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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:86.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactoryGoodGood144886.4
March 2015FairSatisfactoryGoodGood152186.3
March 2014FairFairGoodGood149385.3
March 2012FairFairGoodGood150085.3
March 2010FairSatisfactoryGoodGood147084.4
March 2008FairSatisfactoryGoodGood177084.2
March 2006FairSatisfactoryGoodGood176984.2
March 2004FairSatisfactoryGoodGood119084.5
March 2002GoodGoodVery GoodGood119084.5
March 2000GoodGoodVery GoodVery Good119084.5
March 1998GoodGoodVery GoodVery Good119084.5
March 1996GoodGoodVery GoodVery Good119084.5
March 1994GoodGoodVery GoodVery Good532975.4
March 1992GoodGoodVery GoodVery Good532975.4
March 1990GoodGoodVery GoodVery Good532975.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2152031200
Deck
Reinforced Concrete Top Flangesq. ft.1,2131,00720600
Wearing Surfacessq. ft.1,1481,148000
Substructure
Reinforced Concrete Abutmentlinear ft.184184000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8608600