Share: 
KY-631 over ASHCRAFT BRANCH
Map
Coordinates:
+37.55306, -86.42222
37°33'11" N, 86°25'20" W
+37.55306, -86.42222
37°33'11" N, 86°25'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY-631 over ASHCRAFT BRANCH |
| Structure number: | 043B00054N |
| Old structure number: | 043*0631*B0054 (from 1992 edition) |
| Location: | .6 MI W OF JCT KY 2196 |
| 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] |
| 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: September 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 286 [as of 2015] |
| Truck traffic: | 7% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| 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: | 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: | 95.6 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2018 | Good | 7 out of 10 | 286 | 95.6 |
| September 2016 | Good | 7 out of 10 | 286 | 95.6 |
| September 2014 | Good | 7 out of 10 | 359 | 95.5 |
| September 2013 | Good | 7 out of 10 | 286 | 95.6 |
| September 2011 | Good | 7 out of 10 | 449 | 95.5 |
| September 2009 | Good | 7 out of 10 | 417 | 95.5 |
| October 2007 | Good | 7 out of 10 | 327 | 95.5 |
| October 2005 | Good | 7 out of 10 | 356 | 95.5 |
| September 2003 | Good | 7 out of 10 | 178 | 76.4 |
| September 2001 | Good | 7 out of 10 | 178 | 76.4 |
| October 1999 | Good | 7 out of 10 | 178 | 76.4 |
| October 1997 | Good | 7 out of 10 | 178 | 76.4 |
| October 1995 | Good | 7 out of 10 | 168 | 76.4 |
| September 1993 | Good | 7 out of 10 | 168 | 76.3 |
| September 1991 | Good | 8 out of 10 | 168 | 76.3 |
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. | 46 | 34 | 12 | 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/1211717
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211717