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KY-124 over MUDDY FORK CREEK

Map

Coordinates:
+36.97806, -87.71000
36°58'41" N, 87°42'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-124 over MUDDY FORK CREEK
Structure number:111B00036N
Old structure number:111*0124*B0036 (from 1992 edition)
Location:1.0 MI NOR. OF JCT KY 126
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:35.1 ft. [10.7 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1952
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 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:526 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
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:71.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$590,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018PoorPoorSatisfactorySatisfactory52671.2
June 2016PoorPoorSatisfactorySatisfactory52671.2
June 2014PoorPoorSatisfactorySatisfactory56471.2
June 2012PoorPoorSatisfactorySatisfactory53169.8
June 2010PoorPoorSatisfactorySatisfactory66969.7
June 2008PoorPoorSatisfactorySatisfactory47569.8
August 2006PoorPoorSatisfactorySatisfactory10774.5
May 2004PoorPoorSatisfactorySatisfactory15074.5
March 2000PoorPoorSatisfactorySatisfactory17474.1
February 1997PoorPoorSatisfactorySatisfactory17474.1
January 1994PoorPoorSatisfactorySatisfactory35670.7
January 1992PoorPoorSatisfactorySatisfactory35670.7
January 1990FairFairSatisfactorySatisfactory17877.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.608060800
Deck
Reinforced Concrete Top Flangesq. ft.3,646003,6460
Substructure
Reinforced Concrete Columneach90900
Reinforced Concrete Abutmentlinear ft.9109100
Reinforced Concrete Pile Cap/Footinglinear ft.152152000
Reinforced Concrete Pier Caplinear ft.107010430
Joints
Pourable Jointlinear ft.105000105
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.304030400