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KY-230 over SPRING CREEK

Map

Coordinates:
+38.05444, -86.43472
38°03'16" N, 86°26'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-230 over SPRING CREEK
Structure number:082B00011N
Old structure number:082*0230*B0011 (from 1992 edition)
Location:2 MI N OF W-JCT KY 144
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 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 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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:92 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
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:82.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodSatisfactoryFair9282.9
January 2015FairGoodSatisfactoryFair13168.4
January 2014FairGoodSatisfactoryFair12868.4
January 2012FairGoodSatisfactoryFair12168.4
January 2010FairGoodSatisfactoryFair9582.9
January 2008FairGoodSatisfactoryFair15468.4
January 2006FairGoodSatisfactoryFair15468.4
January 2004FairGoodSatisfactoryFair8082.8
January 2002FairGoodSatisfactoryFair8082.8
January 2000FairGoodSatisfactoryFair8082.8
January 1998FairGoodSatisfactoryFair8082.8
January 1996FairGoodSatisfactoryFair5682.8
January 1994FairGoodSatisfactoryFair5680.5
January 1992FairGoodSatisfactorySatisfactory5684.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.58029029000
Deck
Reinforced Concrete Top Flangesq. ft.3,16803,16800
Wearing Surfacessq. ft.2,88002,88000
Substructure
Reinforced Concrete Columneach129300
Reinforced Concrete Abutmentlinear ft.5656000
Reinforced Concrete Pier Caplinear ft.5345800
Joints
Pourable Jointlinear ft.3803800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.290029000