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KY-227 over EAGLE CREEK NR WORTHVILL

Map

Coordinates:
+38.60306, -85.06833
38°36'11" N, 85°04'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-227 over EAGLE CREEK NR WORTHVILL
Structure number:094B00029N
Old structure number:094*0227*B0029 (from 1992 edition)
Location:ON CARROLL - OWEN CL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:91.9 ft. [28.0 m]
Total length:639.1 ft. [194.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete continuous [6]
Main span design:Stringer/Multi-beam or girder [02]
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:2,322 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:88.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactoryGoodFair232288.6
April 2015FairSatisfactoryGoodFair232288.6
April 2013FairSatisfactoryGoodFair233588.6
April 2011FairSatisfactoryGoodSatisfactory241099.7
March 2009FairSatisfactoryGoodSatisfactory270099.6
May 2007GoodGoodGoodGood237099.7
June 2005GoodGoodGoodGood245599.7
April 2003GoodGoodVery GoodGood41399.9
April 2001GoodVery GoodVery GoodVery Good41399.9
May 1999GoodGoodVery GoodVery Good41399.9
April 1997GoodGoodVery GoodVery Good319100.0
March 1995GoodVery GoodVery GoodVery Good97799.9
April 1993GoodVery GoodVery GoodVery Good97799.9
March 1991GoodVery GoodVery GoodVery Good97799.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,8343,8062350
Deck
Reinforced Concrete Decksq. ft.30,40429,4041,00000
Wearing Surfacessq. ft.28,10327,30380000
Substructure
Reinforced Concrete Columneach1818000
Reinforced Concrete Abutmentlinear ft.111961500
Reinforced Concrete Pile Cap/Footinglinear ft.45015300
Steel Pileeach90900
Reinforced Concrete Pier Caplinear ft.38427910500
Joints
Compression Jointlinear ft.22166453575
Bearings
Elastomeric Bearingeach6052800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,2781,278000