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KY-1805 over CLARKS RUN CREEK

Boyle County, Kentucky

Map

Coordinates:
+37.63889, -84.72139
37°38'20" N, 84°43'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1805 over CLARKS RUN CREEK
Structure number:011B00030N
Old structure number:011*1805*B0030 (from 1992 edition)
Location:.40 MI NORTH JCT KY 52
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:39.7 ft. [12.1 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:State Highway Agency [01]
Year built:1960
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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,353 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
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 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:70.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairFairSatisfactory135370.3
October 2016FairFairFairSatisfactory112270.4
October 2014FairFairFairSatisfactory112272.6
October 2012FairSatisfactoryFairSatisfactory104074.4
October 2010FairFairFairSatisfactory104073.4
October 2008FairFairFairSatisfactory117073.4
October 2006FairFairFairSatisfactory115073.2
October 2004FairFairFairSatisfactory110773.2
October 2002FairSatisfactorySatisfactorySatisfactory70093.0
October 2000FairSatisfactorySatisfactorySatisfactory70093.0
October 1998GoodGoodGoodGood70093.0
October 1996GoodGoodGoodGood70093.0
October 1994GoodGoodGoodGood47791.5
October 1992GoodGoodGoodGood47791.5
October 1990GoodGoodGoodGood47787.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.64556710680
Deck
Reinforced Concrete Top Flangesq. ft.3,9132,2801,620130
Wearing Surfacessq. ft.3,3973,394030
Substructure
Reinforced Concrete Columneach41210
Reinforced Concrete Abutmentlinear ft.8585000
Reinforced Concrete Pile Cap/Footinglinear ft.2626000
Reinforced Concrete Pier Caplinear ft.52371140
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.258256200