Wabash Road/659 over Wabash Creek
Map
Coordinates:
+37.22878, -80.7371037°13'44" N, 80°44'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Wabash Road/659 over Wabash Creek |
Structure number: | 000000000008455 |
Location: | 1.58-RT 660; 0.25-RT 100 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 26.9 ft. [8.2 m] |
Roadway width between curbs: | 18.4 ft. [5.6 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Skew angle: | 40° |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
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: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 25 [as of 2014] |
Deck condition: | Fair [5 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Fair | Satisfactory | Satisfactory | 25 | 93.0 |
July 2015 | Fair | Fair | Satisfactory | Satisfactory | 25 | 93.0 |
July 2013 | Fair | Fair | Satisfactory | Satisfactory | 21 | 93.0 |
July 2011 | Fair | Fair | Satisfactory | Satisfactory | 21 | 93.0 |
July 2009 | Fair | Fair | Satisfactory | Satisfactory | 21 | 93.0 |
August 2007 | Fair | Satisfactory | Good | Good | 35 | 97.0 |
July 2005 | Fair | Satisfactory | Good | Good | 35 | 97.0 |
July 2003 | Fair | Satisfactory | Good | Good | 35 | 94.0 |
July 2001 | Fair | Satisfactory | Very Good | Very Good | 46 | 94.0 |
July 1999 | Fair | Satisfactory | Good | Very Good | 46 | 94.0 |
July 1997 | Fair | Satisfactory | Very Good | Very Good | 46 | 94.0 |
July 1995 | Good | Good | Very Good | Very Good | 42 | 94.0 |
July 1993 | Good | Good | Very Good | Good | 40 | 94.0 |
July 1991 | Good | Good | Very Good | Good | 40 | 94.0 |
July 1989 | Good | Good | Very Good | Good | 408 | 78.0 |