+38.75944, -84.64250
38°45'34" N, 84°38'33" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-2942 over TENMILE CREEK
Structure number:041B00040N
Old structure number:041*2942*B0040 (from 1992 edition)
Location:2.5 MI.W.-JCT US 25
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:39.0 ft. [11.9 m]
Total length:41.7 ft. [12.7 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:State Highway Agency [01]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,045 [as of 2013]
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 replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:73.8 tons [67.1 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:64.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201664.8FairSatisfactoryFairSatisfactoryFO1045
July 201464.8FairSatisfactoryFairSatisfactoryFO1045
July 201264.6FairSatisfactoryFairSatisfactoryFO1220
July 201063.6FairFairFairSatisfactoryFO1190
July 200860.4FairFairFairSatisfactorySD1280
August 200672.7FairSatisfactorySatisfactoryGoodSD1250
September 200472.8FairSatisfactorySatisfactoryGoodSD1133
July 200277.3GoodVery GoodVery GoodVery GoodFO757
August 200077.3GoodVery GoodVery GoodVery GoodFO757
July 199877.3GoodVery GoodVery GoodVery GoodFO757
July 199677.3GoodVery GoodVery GoodVery GoodFO757
August 199494.9GoodVery GoodVery GoodVery Good-100
September 199294.9GoodVery GoodVery GoodVery Good-100
July 199094.9GoodVery GoodVery GoodVery Good-100