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KY-129 over UNNAMED STREAM

Fulton County, Kentucky

Map

Coordinates:
+36.50250, -88.86583
36°30'09" N, 88°51'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-129 over UNNAMED STREAM
Structure number:038B00072N
Old structure number:038*0129*B0072 (from 1992 edition)
Location:100 FT E OF CLEVELAND ST
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:22.0 ft. [6.7 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,381 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 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: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:79.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$72,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactorySatisfactory238179.9
May 2016FairSatisfactorySatisfactorySatisfactory243579.8
May 2014FairSatisfactorySatisfactorySatisfactory299079.6
May 2012FairSatisfactorySatisfactorySatisfactory279079.7
May 2010FairSatisfactorySatisfactorySatisfactory310079.5
May 2008FairSatisfactorySatisfactorySatisfactory292079.6
June 2006FairSatisfactorySatisfactorySatisfactory371079.2
May 2004FairSatisfactorySatisfactorySatisfactory372179.2
May 2000FairSatisfactorySatisfactorySatisfactory432078.9
May 1998FairSatisfactorySatisfactorySatisfactory432075.9
May 1996FairSatisfactorySatisfactorySatisfactory432075.9
May 1994GoodGoodGoodGood263876.7
May 1992GoodGoodGoodGood263876.7
May 1990GoodGoodGoodGood263876.7

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.192019020
Deck
Prestressed Concrete Top Flangesq. ft.574057400
Substructure
Timber Columneach90900
Reinforced Concrete Pier Caplinear ft.5005000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4804800
Steel Protective Coatingsq. ft.240024000