+38.73556, -84.73417
38°44'08" N, 84°44'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1942 over TEN MILE CREEK
Structure number:041B00042N
Old structure number:041*1942*B0042 (from 1992 edition)
Location:2.5 MI NE JCT KY 467
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:60.0 ft. [18.3 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:130 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:78.9 tons [71.7 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:94.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201694.5GoodGoodVery GoodGood-130
July 201494.5GoodGoodVery GoodGood-128
July 201294.5GoodGoodVery GoodGood-115
July 201094.4GoodGoodVery GoodGood-150
July 200894.4GoodGoodVery GoodGood-154
August 200694.5GoodVery GoodVery GoodVery Good-134
September 200494.5GoodVery GoodVery GoodVery Good-125
June 2002100.0GoodVery GoodVery GoodVery Good-81
July 2000100.0GoodVery GoodVery GoodVery Good-81
July 1998100.0GoodVery GoodVery GoodVery Good-81
August 1996100.0GoodVery GoodVery GoodVery Good-81
August 1994100.0GoodVery GoodVery GoodVery Good-95
September 1992100.0GoodExcellentExcellentExcellent-95
July 1990100.0GoodExcellentExcellentExcellent-95