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KY-1856 over CHAPLIN RIVER

Map

Coordinates:
+37.63028, -84.94083
37°37'49" N, 84°56'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1856 over CHAPLIN RIVER
Structure number:011B00031N
Old structure number:011*1856*B0031 (from 1992 edition)
Location:1.7 MI S OF JCT US 150
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:65.9 ft. [20.1 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:3.0 ft. [0.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
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: October 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:812 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:71.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodSatisfactorySatisfactory81271.9
July 2015FairGoodSatisfactorySatisfactory81271.9
October 2014FairGoodSatisfactorySatisfactory81271.9
October 2012FairSatisfactorySatisfactorySatisfactory85571.9
October 2010FairSatisfactorySatisfactorySatisfactory83371.9
October 2008FairSatisfactorySatisfactorySatisfactory77771.9
October 2006FairSatisfactorySatisfactoryFair76554.4
October 2004FairSatisfactorySatisfactoryFair70260.5
October 2002FairSatisfactorySatisfactorySatisfactory62270.2
October 2000FairSatisfactoryGoodSatisfactory62270.2
October 1998GoodGoodGoodGood62270.2
October 1996GoodGoodGoodGood62270.2
October 1995GoodGoodGoodGood71969.4
October 1994GoodGoodGoodGood71975.9
October 1992GoodGoodGoodGood71975.9
October 1990GoodVery GoodGoodGood71975.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2922801200
Steel Protective Coatingsq. ft.3,3873,24700140
Deck
Reinforced Concrete Decksq. ft.2,1562,156000
Wearing Surfacessq. ft.1,7701,32744300
Substructure
Reinforced Concrete Abutmentlinear ft.2001891100
Reinforced Concrete Pile Cap/Footinglinear ft.137137000
Bearings
Movable Bearingeach82240
Steel Protective Coatingsq. ft.164480
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.146139700