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KY-607 over ELK LICK CREEK
Map
Coordinates:
+38.42611, -84.80278
38°25'34" N, 84°48'10" W
+38.42611, -84.80278
38°25'34" N, 84°48'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY-607 over ELK LICK CREEK |
| Structure number: | 094B00021N |
| Old structure number: | 094*0607*B0021 (from 1992 edition) |
| Location: | 3.0 MI WEST OF JCT KY 227 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 34.1 ft. [10.4 m] |
| 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] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 120 [as of 2014] |
| Truck traffic: | 4% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 81.7 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Fair | 6 out of 10 | 120 | 81.7 |
| April 2015 | Fair | 6 out of 10 | 120 | 68.3 |
| April 2013 | Fair | 6 out of 10 | 132 | 68.3 |
| April 2011 | Fair | 6 out of 10 | 128 | 68.3 |
| April 2009 | Fair | 6 out of 10 | 133 | 68.3 |
| June 2007 | Good | 7 out of 10 | 120 | 68.3 |
| May 2005 | Good | 7 out of 10 | 105 | 68.3 |
| May 2003 | Good | 8 out of 10 | 138 | 76.0 |
| May 2001 | Good | 8 out of 10 | 138 | 76.0 |
| March 1999 | Good | 8 out of 10 | 138 | 76.0 |
| April 1997 | Good | 8 out of 10 | 81 | 76.0 |
| March 1995 | Good | 8 out of 10 | 100 | 83.5 |
| June 1993 | Good | 8 out of 10 | 100 | 83.5 |
| April 1991 | Good | 7 out of 10 | 100 | 83.5 |
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. | 102 | 91 | 11 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 72 | 71 | 1 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 360 | 360 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1218104
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1218104