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KY-607 over EAGLE CREEK @NATLEE

Map

Coordinates:
+38.44639, -84.66333
38°26'47" N, 84°39'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-607 over EAGLE CREEK @NATLEE
Structure number:094B00019N
Old structure number:094*0607*B0019 (from 1992 edition)
Location:.05 MI E OF JCT KY 2018
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:49.9 ft. [15.2 m]
Total length:265.1 ft. [80.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1955
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:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:569 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:74.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodFairSatisfactory56974.5
April 2015FairGoodFairSatisfactory47974.6
April 2013FairGoodFairSatisfactory47974.6
April 2011PoorPoorFairSatisfactory47571.6
April 2009PoorPoorFairSatisfactory66371.4
June 2007FairSatisfactorySatisfactoryGood61385.6
June 2005FairSatisfactorySatisfactoryGood69285.5
May 2003FairGoodSatisfactoryVery Good59085.6
April 2001GoodGoodVery GoodVery Good59085.6
April 1999FairGoodSatisfactoryVery Good59085.6
April 1997GoodGoodVery GoodVery Good33786.8
March 1995GoodGoodVery GoodVery Good28985.8
June 1993GoodGoodVery GoodVery Good28985.8
April 1991GoodVery GoodVery GoodVery Good28985.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,06098830420
Deck
Reinforced Concrete Top Flangesq. ft.7,3937,15923400
Substructure
Reinforced Concrete Columneach83500
Reinforced Concrete Pier Walllinear ft.4038200
Reinforced Concrete Abutmentlinear ft.68383000
Reinforced Concrete Pile Cap/Footinglinear ft.66000
Reinforced Concrete Pier Caplinear ft.104673250
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5304487480