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KY-210 over LITTLE PITMAN CREEK

Map

Coordinates:
+37.35111, -85.37556
37°21'04" N, 85°22'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-210 over LITTLE PITMAN CREEK
Structure number:109B00047N
Old structure number:109*0210*B0047 (from 1992 edition)
Location:2.0 MI NW OF JCT US 68
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:89.9 ft. [27.4 m]
Total length:226.1 ft. [68.9 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,270 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 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:93.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodVery Good827093.2
March 2015GoodGoodGoodVery Good811193.2
March 2014GoodGoodGoodVery Good765693.2
March 2012GoodGoodGoodVery Good811093.2
March 2010FairGoodSatisfactoryVery Good798093.2
March 2008FairGoodSatisfactoryVery Good855093.1
March 2006FairGoodSatisfactoryVery Good797093.2
March 2004FairGoodSatisfactoryVery Good679493.3
March 2002GoodGoodGoodVery Good679493.3
March 1998GoodGoodGoodVery Good679493.3
March 1996GoodGoodGoodVery Good679493.3
March 1994GoodGoodGoodVery Good434893.6
March 1992GoodGoodGoodVery Good434893.6
March 1990GoodVery GoodVery GoodVery Good434893.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,1201,117300
Deck
Reinforced Concrete Decksq. ft.9,49209,49200
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.9898000
Reinforced Concrete Pier Caplinear ft.9898000
Joints
Compression Jointlinear ft.90045045
Bearings
Elastomeric Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.448448000