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KY-39 over GILBERTS CREEK

Map

Coordinates:
+37.57861, -84.55889
37°34'43" N, 84°33'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-39 over GILBERTS CREEK
Structure number:040B00008N
Old structure number:040*0039*B0008 (from 1992 edition)
Location:.50 MI N. OF JCT KY 642
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:8.2 ft. [2.5 m]
Total length:28.5 ft. [8.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,181 [as of 2016]
Truck traffic:5% of total traffic
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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:58.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 10118158.8
November 2015Fair5 out of 10125048.6
November 2013Fair5 out of 10125051.6
November 2011Fair5 out of 10139051.5
November 2009Fair5 out of 10142051.5
November 2007Fair5 out of 10132051.6
November 2005Fair5 out of 10154751.4
November 2003Fair5 out of 10178358.9
November 2001Fair5 out of 10178358.9
November 1999Fair5 out of 10178358.9
November 1997Fair5 out of 10178358.9
November 1995Fair5 out of 10107366.6
November 1993Fair5 out of 10107363.6
November 1991Fair6 out of 10107374.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pile Cap/Footinglinear ft.121903100
Culvert
Reinforced Concrete Culvertlinear ft.69333240
Wearing Surfacessq. ft.640634600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5454000
Steel Protective Coatingsq. ft.270270000