+36.98056, -85.09528
36°58'50" N, 85°05'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-619 over GREASY CREEK
Structure number:104B00013N
Old structure number:104*0619*B0013 (from 1992 edition)
Location:1.2 MI WEST OF JCT US 127
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:35.1 ft. [10.7 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:523 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:78.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodSatisfactorySatisfactory52378.0
April 2015FairGoodSatisfactorySatisfactory52378.0
April 2013FairGoodSatisfactorySatisfactory45178.0
April 2011PoorPoorSatisfactorySatisfactory53375.0
April 2009PoorPoorSatisfactorySatisfactory57575.0
June 2007PoorPoorSatisfactorySatisfactory62475.0
April 2005FairSatisfactoryGoodSatisfactory67477.0
April 2003FairSatisfactoryGoodSatisfactory97676.8
April 2001FairSatisfactoryGoodSatisfactory97676.8
April 1999FairSatisfactoryGoodSatisfactory97674.8
April 1997FairSatisfactoryGoodSatisfactory85472.8
April 1995FairSatisfactoryGoodSatisfactory35474.9
April 1993FairSatisfactoryGoodSatisfactory35476.3
April 1991FairSatisfactoryGoodSatisfactory35476.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.4564065000
Reinforced Concrete Top Flangesq. ft.2,5032,258216290
Wearing Surfacessq. ft.2,2842,2206400
Reinforced Concrete Columneach60600
Reinforced Concrete Abutmentlinear ft.6906720
Reinforced Concrete Pier Caplinear ft.572322120
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2280168600