KY-126 over MUD CREEK


+36.96694, -87.71111
36°58'01" N, 87°42'40" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-126 over MUD CREEK
Structure number:111B00007N
Old structure number:111*0126*B0007 (from 1992 edition)
Location:.10 MI WEST OF JCT KY 124
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1933
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:196 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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 corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:66.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$475,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairVery GoodSatisfactoryFair19666.2
June 2014FairVery GoodSatisfactoryFair27166.2
June 2012PoorPoorSatisfactoryFair25463.2
June 2010PoorPoorSatisfactoryFair35563.1
June 2008PoorPoorSatisfactoryFair39663.1
August 2006FairFairSatisfactoryFair25465.2
June 2004FairFairSatisfactoryFair24265.2
July 2000FairFairSatisfactoryFair35765.0
June 1998FairFairSatisfactoryFair35765.0
June 1996FairSatisfactorySatisfactoryFair35766.0
June 1994FairSatisfactorySatisfactoryFair40262.3
June 1992FairSatisfactorySatisfactoryFair40261.3
June 1990FairSatisfactorySatisfactoryFair40262.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.6920670220
Reinforced Concrete Top Flangesq. ft.3,80103,80100
Wearing Surfacessq. ft.3,2393,239000
Reinforced Concrete Columneach1001000
Reinforced Concrete Pier Walllinear ft.75065100
Reinforced Concrete Pile Cap/Footinglinear ft.2525000
Reinforced Concrete Pier Caplinear ft.1380120180
Compression Jointlinear ft.2525000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3460336100