KY-3096 over EAGLE CREEK


+38.56417, -84.72556
38°33'51" N, 84°43'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-3096 over EAGLE CREEK
Structure number:094B00033N
Old structure number:094*3096*B0033 (from 1992 edition)
Location:.9 MI SE OF JCT KY 22
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:48.9 ft. [14.9 m]
Total length:290.0 ft. [88.4 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:State Highway Agency [01]
Year built:1956
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:6
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:Poor
Status:Open, no restriction [A]
Average daily traffic:160 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:74.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorPoorSatisfactoryFair16074.4
April 2015PoorPoorSatisfactoryFair19374.4
April 2013FairFairSatisfactoryFair20676.4
April 2011FairFairSatisfactoryFair19976.4
April 2009FairFairSatisfactorySatisfactory20287.4
June 2007FairSatisfactoryGoodSatisfactory21088.4
June 2005GoodGoodGoodGood29783.8
April 2003GoodGoodGoodGood23788.2
April 2001GoodGoodGoodGood23788.2
April 1999FairSatisfactoryGoodGood23788.2
April 1997GoodGoodGoodGood12488.3
March 1995GoodGoodGoodGood17588.7
June 1993GoodGoodGoodGood17587.4
April 1991GoodGoodGoodGood17587.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1,1601,1105000
Reinforced Concrete Top Flangesq. ft.8,3735,1732,0001,000200
Reinforced Concrete Columneach158700
Reinforced Concrete Abutmentlinear ft.984840100
Reinforced Concrete Pier Caplinear ft.1251052000
Pourable Jointlinear ft.1450010540
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5805305000