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KY-968 over LICK BRANCH

Map

Coordinates:
+36.62306, -85.04889
36°37'23" N, 85°02'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-968 over LICK BRANCH
Structure number:027B00010N
Old structure number:027*0968*B0010 (from 1992 edition)
Location:1.0 MI SOU. OF JCT KY 969
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:12.1 ft. [3.7 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1950
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:115 [as of 2015]
Truck traffic:3% of total traffic
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:Better than present minimum criteria [7]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:43.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2017Fair5 out of 1011543.5
December 2015Fair5 out of 1016949.5
December 2013Fair6 out of 1016353.2
December 2011Fair6 out of 1016253.2
December 2009Fair6 out of 1016953.1
December 2007Fair6 out of 1018353.0
December 2005Fair6 out of 1016953.1
December 2003Fair6 out of 1015461.7
December 2001Fair6 out of 1015461.7
December 1999Fair6 out of 1015460.7
December 1997Fair6 out of 1015459.6
December 1995Fair6 out of 1021366.9
December 1993Fair6 out of 1021356.0
December 1991Fair6 out of 1021356.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.965630100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.110040700