Waiteville Rd /600 over Potts Creek
Map
Coordinates:
+37.55250, -80.2990237°33'09" N, 80°17'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Waiteville Rd /600 over Potts Creek |
Structure number: | 000000000005483 |
Location: | 0.80-WVa line;2.50-Rte311 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 102.0 ft. [31.1 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1977 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 256 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry 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 desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 91.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $959,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 256 | 91.2 |
November 2015 | Good | Good | Good | Good | 256 | 91.2 |
November 2013 | Good | Good | Good | Good | 191 | 96.0 |
November 2011 | Good | Good | Good | Good | 191 | 96.0 |
November 2009 | Good | Good | Good | Good | 191 | 97.0 |
December 2007 | Good | Good | Good | Good | 191 | 97.0 |
December 2005 | Good | Good | Good | Good | 204 | 96.9 |
December 2003 | Good | Good | Good | Good | 204 | 96.9 |
November 2001 | Good | Good | Good | Good | 204 | 97.9 |
December 1999 | Good | Good | Good | Good | 181 | 98.0 |
November 1997 | Good | Good | Good | Good | 181 | 98.0 |
November 1995 | Good | Good | Very Good | Good | 181 | 97.5 |
December 1993 | Good | Very Good | Very Good | Very Good | 181 | 97.5 |
November 1991 | Good | Very Good | Very Good | Very Good | 176 | 97.5 |
November 1989 | Good | Very Good | Very Good | Very Good | 176 | 97.5 |