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KY-1268 over LITTLE HICKMAN CREEK

Map

Coordinates:
+37.77306, -84.56444
37°46'23" N, 84°33'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1268 over LITTLE HICKMAN CREEK
Structure number:057B00020N
Old structure number:057*1268*B0020 (from 1992 edition)
Location:2.3 MI N OF JCT KY 39
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:35.4 ft. [10.8 m]
Total length:74.2 ft. [22.6 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:65°
Owner:State Highway Agency [01]
Year built:1977
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:621 [as of 2015]
Truck traffic:7% of total traffic
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 minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 1062194.7
January 2015Good7 out of 1043094.8
January 2013Fair6 out of 1034094.8
January 2011Fair6 out of 1032194.8
January 2009Fair6 out of 1032694.8
January 2007Fair6 out of 1033394.8
January 2005Fair6 out of 1032494.8
January 2003Fair6 out of 1035394.8
January 2001Fair6 out of 1035394.8
January 1999Good7 out of 1035394.8
January 1997Good7 out of 1033694.8
January 1995Good7 out of 1022997.9
January 1993Good7 out of 1022997.9
January 1991Good7 out of 1022998.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.140845510
Wearing Surfacessq. ft.1,9801,9602000