KY-1129 over BRUSH CREEK


+36.58944, -89.06944
36°35'22" N, 89°04'10" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1129 over BRUSH CREEK
Structure number:038B00052N
Old structure number:038*1129*B0052 (from 1992 edition)
Location:1.9 MI WEST OF JCT KY 239
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:State Highway Agency [01]
Year built:1963
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 Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:199 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:58.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorSatisfactorySatisfactoryPoor19958.8
October 2016PoorSatisfactorySatisfactoryPoor19958.8
October 2015PoorSatisfactorySatisfactoryPoor19958.8
October 2014PoorSatisfactorySatisfactoryPoor20058.8
October 2013PoorSatisfactorySatisfactoryPoor20158.8
October 2012PoorSatisfactorySatisfactoryPoor20358.8
October 2011PoorSatisfactorySatisfactoryPoor20158.8
May 2010PoorSatisfactorySatisfactoryPoor20158.8
May 2008PoorSatisfactorySatisfactoryPoor20858.8
June 2006PoorSatisfactorySatisfactoryPoor17858.8
May 2004PoorSatisfactorySatisfactoryPoor18158.8
May 2000FairSatisfactorySatisfactoryFair14674.9
May 1998FairGoodGoodSatisfactory14685.9
May 1996FairGoodVery GoodSatisfactory19285.9
May 1994FairGoodVery GoodSatisfactory15485.2
May 1992FairGoodVery GoodSatisfactory15485.2
May 1990FairGoodVery GoodSatisfactory15485.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.336033600
Prestressed Concrete Top Flangesq. ft.991099100
Wearing Surfacessq. ft.928092800
Timber Columneach90045
Reinforced Concrete Pier Caplinear ft.5005000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8408400
Steel Protective Coatingsq. ft.42021021000