Share: 
DICKEY'S CREEK RD. over DICKEY CREEK
Map
Coordinates:
+36.77317, -81.41940
36°46'23" N, 81°25'10" W
+36.77317, -81.41940
36°46'23" N, 81°25'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | DICKEY'S CREEK RD. over DICKEY CREEK |
| Structure number: | 000000000023771 |
| Location: | 0.59 FR 16; 0.01 TO 601 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 36.1 ft. [11.0 m] |
| Total length: | 36.1 ft. [11.0 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: | 1993 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 161 [as of 2014] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 98.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 161 | 98.0 |
| November 2015 | Fair | Satisfactory | Satisfactory | Good | 161 | 98.0 |
| November 2013 | Fair | Satisfactory | Satisfactory | Good | 161 | 98.0 |
| November 2011 | Fair | Satisfactory | Satisfactory | Good | 161 | 98.0 |
| November 2009 | Fair | Satisfactory | Satisfactory | Good | 161 | 98.0 |
| December 2007 | Fair | Satisfactory | Satisfactory | Good | 137 | 98.0 |
| December 2005 | Fair | Satisfactory | Satisfactory | Very Good | 147 | 98.0 |
| January 2004 | Fair | Satisfactory | Satisfactory | Very Good | 147 | 99.0 |
| December 2001 | Fair | Satisfactory | Satisfactory | Very Good | 147 | 99.0 |
| December 1999 | Fair | Satisfactory | Satisfactory | Very Good | 147 | 99.0 |
| November 1997 | Fair | Satisfactory | Satisfactory | Very Good | 157 | 99.0 |
| January 1996 | Fair | Satisfactory | Satisfactory | Very Good | 167 | 99.0 |
| December 1993 | Good | Excellent | Excellent | Excellent | 167 | 100.0 |
© 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/1583154
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1583154