+37.57278, -84.42944
37°34'22" N, 84°25'46" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-954 over WALKER BRANCH
Structure number:040B00012N
Old structure number:040*0954*B0012 (from 1992 edition)
Location:1.1 MI EAST OF JCT KY 52
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:34.8 ft. [10.6 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1949
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:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,083 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:66.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactoryFairSatisfactory108366.8
November 2015FairSatisfactoryFairSatisfactory111666.8
November 2013FairSatisfactoryFairSatisfactory111666.8
November 2011FairSatisfactoryFairFair118066.8
November 2009FairSatisfactoryFairFair101066.9
November 2007FairSatisfactoryFairFair97368.9
November 2005FairSatisfactoryFairFair102566.9
November 2003FairSatisfactoryFairFair89768.9
November 2001FairSatisfactorySatisfactorySatisfactory89779.9
November 1999FairSatisfactorySatisfactorySatisfactory89779.9
November 1997GoodGoodGoodGood89779.9
November 1995GoodGoodGoodGood55479.9
November 1993GoodGoodGoodGood55479.9
November 1991GoodGoodGoodGood55479.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.300291540
Reinforced Concrete Top Flangesq. ft.1,9691,8719800
Wearing Surfacessq. ft.1,6691,16850100
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.1371261100
Reinforced Concrete Pile Cap/Footinglinear ft.109108100
Reinforced Concrete Pier Caplinear ft.36108180
Pourable Jointlinear ft.3500035
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.150147300