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KY-330 over EAGLE CREEK @LUSBYS MILL

Map

Coordinates:
+38.53111, -84.71917
38°31'52" N, 84°43'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-330 over EAGLE CREEK @LUSBYS MILL
Structure number:094B00003N
Old structure number:094*0330*B0003 (from 1992 edition)
Location:.05 MI EAST OF JCT KY 845
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:80.1 ft. [24.4 m]
Total length:277.9 ft. [84.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1938
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:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:501 [as of 2014]
Truck traffic:6% 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 corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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:60.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactoryFairSatisfactory50160.8
May 2016FairSatisfactoryFairSatisfactory50160.8
April 2015FairSatisfactoryFairSatisfactory50160.8
April 2013FairSatisfactoryFairSatisfactory48060.8
April 2011FairFairFairSatisfactory45659.8
April 2009FairFairFairSatisfactory43759.8
August 2008FairSatisfactoryFairGood49860.8
June 2007FairSatisfactorySatisfactoryGood49871.8
June 2005FairSatisfactorySatisfactoryGood44971.9
April 2003FairSatisfactorySatisfactoryGood52771.6
November 2001FairSatisfactorySatisfactoryGood52771.6
April 1999FairSatisfactoryFairGood52760.5
May 1997FairGoodSatisfactoryGood52771.6
April 1997GoodGoodVery GoodVery Good31973.7
March 1995GoodGoodVery GoodVery Good27573.7
June 1993GoodGoodVery GoodVery Good27577.2
April 1991GoodGoodVery GoodVery Good27577.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.32020801120
Steel Protective Coatingsq. ft.5,7605,760000
Reinforced Concrete Girder/Beamlinear ft.7206724800
Deck
Reinforced Concrete Decksq. ft.6,6556,25540000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Pier Walllinear ft.111107040
Reinforced Concrete Abutmentlinear ft.62312380
Reinforced Concrete Pile Cap/Footinglinear ft.11000
Reinforced Concrete Pier Caplinear ft.1621511100
Joints
Compression Jointlinear ft.4848000
Bearings
Movable Bearingeach42020
Steel Protective Coatingsq. ft.44000
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5565292700