KY-1044 over MARSH CREEK


+36.68611, -84.34694
36°41'10" N, 84°20'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1044 over MARSH CREEK
Structure number:074B00023N
Old structure number:074*1044*B0023 (from 1992 edition)
Location:2 MI NW OF E-JCT KY 92
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:69.9 ft. [21.3 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1976
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:447 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:24.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorSatisfactoryPoorSatisfactory44724.5
February 2017PoorSatisfactoryPoorSatisfactory44724.5
February 2016PoorFairPoorSatisfactory50123.2
February 2015PoorPoorPoorSatisfactory55420.7
February 2014PoorPoorPoorSatisfactory50121.7
February 2013PoorPoorPoorGood59521.4
February 2012PoorPoorPoorGood63421.3
February 2010FairFairFairGood65070.2
February 2008FairFairFairGood69470.2
February 2006FairSatisfactorySatisfactoryGood54183.8
February 2004FairSatisfactorySatisfactoryGood12688.5
February 2002GoodGoodGoodGood12688.5
February 2000GoodGoodGoodGood12684.5
February 1998GoodGoodVery GoodGood12683.5
February 1996GoodGoodVery GoodGood12683.5
February 1994GoodGoodVery GoodGood9992.0
February 1992GoodGoodVery GoodGood9992.0
February 1990GoodGoodVery GoodVery Good9992.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.5603395650115
Prestressed Concrete Top Flangesq. ft.1,6311,631000
Wearing Surfacessq. ft.1,5451,30524000
Reinforced Concrete Abutmentlinear ft.47232400
Elastomeric Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.140140000
Steel Protective Coatingsq. ft.700700000