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KY-39 over BR OF GILBERTS CREEK

Map

Coordinates:
+37.56944, -84.54583
37°34'10" N, 84°32'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-39 over BR OF GILBERTS CREEK
Structure number:040B00006N
Old structure number:040*0039*B0006 (from 1992 edition)
Location:2.78 Mi N of Lincoln CL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:32.8 ft. [10.0 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1927
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: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,181 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:55.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$155,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactoryFairSatisfactory118155.9
November 2017FairSatisfactoryFairSatisfactory118155.9
November 2015FairSatisfactoryFairSatisfactory125055.8
November 2013FairSatisfactoryFairSatisfactory125055.8
November 2011FairSatisfactoryFairFair139055.6
November 2010FairFairFairFair141054.5
November 2009FairFairFairFair142054.5
November 2008FairFairFairFair132050.2
November 2007PoorFairPoorFair132035.9
November 2005PoorFairPoorFair154735.3
November 2003PoorFairPoorFair146135.1
November 2001PoorFairPoorSatisfactory146135.1
November 2000PoorFairPoorSatisfactory146135.1
November 1999PoorFairPoorSatisfactory146135.1
November 1998PoorFairPoorSatisfactory146135.1
November 1996PoorFairPoorSatisfactory107436.1
November 1995PoorFairPoorSatisfactory107036.1
November 1994FairFairFairGood107042.0
November 1993FairFairFairGood107042.0
November 1991FairFairSatisfactoryGood81850.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.15210336130
Deck
Reinforced Concrete Top Flangesq. ft.829823600
Wearing Surfacessq. ft.734734000
Substructure
Reinforced Concrete Abutmentlinear ft.10192900
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7676000
Steel Protective Coatingsq. ft.380380000