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KY-706 over LAUREL BRANCH

Map

Coordinates:
+38.12083, -83.04583
38°07'15" N, 83°02'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-706 over LAUREL BRANCH
Structure number:032B00032N
Old structure number:032*0706*B0032 (from 1992 edition)
Location:2.7MI.S JCT. KY 7
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:34.1 ft. [10.4 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:128 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:76.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairFairGood12876.4
July 2015FairSatisfactoryFairGood14577.3
July 2013FairSatisfactoryFairGood15077.3
July 2011FairSatisfactoryFairGood15077.3
July 2009FairSatisfactorySatisfactoryGood16088.3
August 2007FairSatisfactorySatisfactoryGood-97.0
August 2005GoodGoodGoodGood23288.3
July 2003GoodGoodGoodGood16188.3
October 2001GoodGoodGoodGood16188.3
September 1999GoodGoodGoodGood16188.3
October 1997GoodGoodGoodGood16188.3
August 1995GoodGoodGoodGood20087.5
August 1993GoodGoodGoodGood20087.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.288275940
Deck
Prestressed Concrete Top Flangesq. ft.864086400
Wearing Surfacessq. ft.810810000
Substructure
Reinforced Concrete Abutmentlinear ft.9393000
Reinforced Concrete Pile Cap/Footinglinear ft.5151000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7272000
Steel Protective Coatingsq. ft.360360000