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KY-78 over BAUGHMAN CREEK @HUSTONVL

Map

Coordinates:
+37.47167, -84.82111
37°28'18" N, 84°49'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-78 over BAUGHMAN CREEK @HUSTONVL
Structure number:069B00025N
Old structure number:069*0078*B0025 (from 1992 edition)
Location:.07 MI EAST OF JCT US 127
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1940
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:2
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,284 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:67.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$198,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryFairSatisfactory128467.5
April 2016FairSatisfactoryFairSatisfactory128468.3
April 2014FairSatisfactoryFairSatisfactory140368.2
April 2012GoodGoodGoodGood155079.3
April 2010GoodGoodGoodGood137079.3
April 2008GoodGoodGoodGood151079.3
April 2006GoodGoodGoodGood147979.3
April 2004GoodGoodGoodGood155079.3
April 2000GoodGoodGoodGood155077.3
April 1998GoodGoodGoodGood155077.3
April 1996GoodGoodGoodGood155073.2
April 1994GoodGoodGoodGood90274.9
April 1992GoodGoodGoodGood90274.9
April 1990GoodGoodGoodGood90274.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.26424012120
Deck
Reinforced Concrete Top Flangesq. ft.1,5791,48425700
Wearing Surfacessq. ft.1,4361,34620700
Substructure
Reinforced Concrete Columneach21100
Reinforced Concrete Abutmentlinear ft.106895120
Reinforced Concrete Pier Caplinear ft.23013100
Joints
Pourable Jointlinear ft.2200220
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3030000
Steel Protective Coatingsq. ft.120120000
Reinforced Concrete Bridge Raillinear ft.132013200