KY-409 over JOHNSON CREEK
Map
Coordinates:
+38.13667, -82.9783338°08'12" N, 82°58'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-409 over JOHNSON CREEK |
Structure number: | 032B00009N |
Old structure number: | 032*0409*B0009 (from 1992 edition) |
Location: | 1.1 MI WEST OF JCT KY 486 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1951 |
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: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 240 [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: | 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: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 80.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
August 2017 | Fair | 6 out of 10 | 240 | 80.8 |
August 2015 | Fair | 6 out of 10 | 234 | 67.5 |
August 2013 | Fair | 6 out of 10 | 244 | 67.4 |
August 2011 | Fair | 6 out of 10 | 250 | 68.4 |
August 2009 | Fair | 6 out of 10 | 244 | 68.5 |
August 2007 | Fair | 6 out of 10 | 231 | 68.5 |
August 2005 | Good | 7 out of 10 | 271 | 68.4 |
July 2003 | Good | 7 out of 10 | 185 | 76.1 |
September 1999 | Good | 7 out of 10 | 185 | 76.1 |
October 1997 | Good | 7 out of 10 | 185 | 76.1 |
August 1995 | Good | 7 out of 10 | 191 | 83.6 |
August 1993 | Good | 7 out of 10 | 191 | 83.6 |
August 1991 | Good | 7 out of 10 | 191 | 83.6 |
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. | 56 | 45 | 11 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 46 | 46 | 0 | 0 | 0 |