+38.56676, -84.51989
38°34'00" N, 84°31'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-36 over LICK CREEK
Structure number:041B00043N
Old structure number:041*0036*B0043 (from 1992 edition)
Location:2 MI NOR. -KY 330
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:100.1 ft. [30.5 m]
Total length:306.4 ft. [93.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:1,462 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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 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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:76.9 tons [69.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:91.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201691.0GoodGoodGoodGood-1462
July 201491.0GoodGoodGoodGood-1462
July 201291.0GoodGoodGoodGood-1570
July 201091.0GoodGoodGoodGood-1550
July 200891.0GoodGoodGoodGood-1680
September 200691.0GoodGoodVery GoodGood-1610
August 200491.0GoodGoodVery GoodVery Good-1582
June 200291.1GoodVery GoodVery GoodVery Good-1223
July 200091.1GoodVery GoodVery GoodVery Good-1223
July 199891.1GoodVery GoodVery GoodVery Good-1223
June 199691.1GoodVery GoodVery GoodVery Good-1223
August 199491.2GoodVery GoodVery GoodVery Good-990
July 199291.2GoodExcellentExcellentExcellent-990