KY-79 over SHORT CREEK
Map
Coordinates:
+37.52750, -86.4744437°31'39" N, 86°28'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-79 over SHORT CREEK |
Structure number: | 043B00052N |
Old structure number: | 043*0079*B0052 (from 1992 edition) |
Location: | .05 MI SOU. OF JCT KY 54 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 14.1 ft. [4.3 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
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: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,011 [as of 2017] |
Truck traffic: | 13% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 69.7 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
September 2018 | Fair | 6 out of 10 | 1011 | 69.7 |
September 2016 | Fair | 6 out of 10 | 899 | 69.8 |
September 2014 | Fair | 6 out of 10 | 1016 | 69.7 |
September 2013 | Fair | 6 out of 10 | 981 | 69.7 |
September 2011 | Good | 7 out of 10 | 988 | 69.7 |
October 2009 | Good | 7 out of 10 | 1130 | 69.5 |
October 2007 | Good | 7 out of 10 | 963 | 69.7 |
October 2005 | Good | 7 out of 10 | 877 | 69.8 |
September 2003 | Good | 7 out of 10 | 971 | 69.4 |
September 2001 | Good | 7 out of 10 | 971 | 69.4 |
October 1999 | Good | 7 out of 10 | 971 | 69.4 |
October 1997 | Good | 7 out of 10 | 971 | 69.4 |
October 1995 | Good | 7 out of 10 | 661 | 69.8 |
September 1993 | Good | 7 out of 10 | 661 | 62.8 |
September 1991 | Good | 7 out of 10 | 661 | 62.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 54 | 44 | 10 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 56 | 56 | 0 | 0 | 0 |