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KY-655 over GULF CREEK
Map
Coordinates:
+37.21861, -86.37889
37°13'07" N, 86°22'44" W
+37.21861, -86.37889
37°13'07" N, 86°22'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY-655 over GULF CREEK |
| Structure number: | 031B00021N |
| Old structure number: | 031*0655*B0021 (from 1992 edition) |
| Location: | 4.7 MI S OF NW JCT KY 70 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 23.0 ft. [7.0 m] |
| Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1949 |
| 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: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 65 [as of 2017] |
| Truck traffic: | 11% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 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: | 88.8 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2018 | Good | 7 out of 10 | 65 | 88.8 |
| June 2016 | Good | 7 out of 10 | 159 | 56.8 |
| June 2014 | Good | 7 out of 10 | 155 | 56.8 |
| June 2012 | Good | 7 out of 10 | 159 | 56.8 |
| June 2010 | Good | 7 out of 10 | 146 | 56.8 |
| June 2008 | Good | 7 out of 10 | 151 | 56.8 |
| June 2006 | Good | 7 out of 10 | 181 | 66.3 |
| July 2004 | Good | 7 out of 10 | 556 | 66.0 |
| June 2000 | Good | 7 out of 10 | 63 | 74.1 |
| July 1998 | Good | 7 out of 10 | 63 | 74.1 |
| June 1996 | Good | 7 out of 10 | 63 | 74.1 |
| July 1994 | Good | 7 out of 10 | 36 | 77.6 |
| June 1992 | Good | 7 out of 10 | 36 | 77.6 |
| June 1990 | Good | 7 out of 10 | 36 | 81.6 |
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. | 62 | 62 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 78 | 78 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 390 | 390 | 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/1210277
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1210277