Share: 
Waiteville Rd /600 over Potts Creek
Map
Coordinates:
+37.56808, -80.26289
37°34'05" N, 80°15'46" W
+37.56808, -80.26289
37°34'05" N, 80°15'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Waiteville Rd /600 over Potts Creek |
| Structure number: | 000000000005486 |
| Location: | 0.10-Rte311;3.10-WVa line |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 41.0 ft. [12.5 m] |
| Total length: | 122.1 ft. [37.2 m] |
| Roadway width between curbs: | 26.2 ft. [8.0 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| 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: | 3 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 256 [as of 2014] |
| Deck condition: | Good [7 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] |
| 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 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 condition. [5] |
| Sufficiency rating: | 91.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $3,728,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Fair | Good | Satisfactory | Satisfactory | 256 | 91.2 |
| December 2015 | Fair | Good | Satisfactory | Satisfactory | 256 | 91.2 |
| December 2013 | Fair | Good | Satisfactory | Satisfactory | 191 | 96.0 |
| December 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 191 | 96.0 |
| December 2009 | Fair | Satisfactory | Good | Good | 191 | 95.0 |
| December 2007 | Fair | Satisfactory | Good | Good | 191 | 96.0 |
| December 2005 | Fair | Satisfactory | Good | Good | 204 | 97.9 |
| December 2003 | Fair | Satisfactory | Good | Good | 204 | 96.9 |
| November 2001 | Fair | Satisfactory | Good | Good | 204 | 97.9 |
| December 1999 | Fair | Satisfactory | Good | Good | 181 | 98.0 |
| November 1997 | Fair | Satisfactory | Good | Good | 181 | 98.0 |
| November 1995 | Good | Good | Good | Good | 181 | 98.0 |
| December 1993 | Good | Very Good | Good | Very Good | 181 | 98.0 |
| November 1991 | Good | Very Good | Very Good | Very Good | 176 | 98.0 |
| November 1989 | Good | Very Good | Very Good | Very Good | 176 | 98.0 |
© 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/1574348
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1574348