Waiteville Rd./600 over Ewing Run
Map
Coordinates:
+37.55392, -80.2967137°33'14" N, 80°17'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Waiteville Rd./600 over Ewing Run |
Structure number: | 000000000005484 |
Location: | 2.30-Rte311;1.00-WVa Line |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 18.4 ft. [5.6 m] |
Deck width edge-to-edge: | 19.7 ft. [6.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Year reconstructed: | 2001 |
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: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 256 [as of 2014] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 64.9 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $762,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Very Good | Very Good | Fair | 256 | 64.9 |
May 2015 | Fair | Very Good | Very Good | Fair | 256 | 64.9 |
May 2013 | Fair | Very Good | Very Good | Satisfactory | 191 | 76.5 |
May 2011 | Fair | Very Good | Very Good | Satisfactory | 191 | 76.5 |
May 2009 | Fair | Very Good | Very Good | Satisfactory | 191 | 76.5 |
April 2007 | Good | Very Good | Very Good | Good | 191 | 79.5 |
May 2005 | Good | Very Good | Very Good | Good | 204 | 79.5 |
May 2003 | Good | Very Good | Very Good | Very Good | 204 | 79.0 |
May 2001 | Good | Excellent | Excellent | Very Good | 204 | 79.0 |
November 2000 | Poor | Good | Poor | Fair | 181 | 39.4 |
December 1999 | Poor | Good | Poor | Fair | 181 | 39.4 |
November 1997 | Fair | Good | Fair | Fair | 181 | 68.0 |
November 1996 | Fair | Good | Fair | Fair | 181 | 68.0 |
November 1994 | Fair | Very Good | Satisfactory | Fair | 181 | 68.0 |
October 1992 | Fair | Very Good | Satisfactory | Fair | 181 | 68.0 |
September 1990 | Fair | Very Good | Good | Fair | 183 | 67.0 |