Wabash Road / 659 over Branch of Wabash Creek
Map
Coordinates:
+37.23295, -80.7428037°13'59" N, 80°44'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Wabash Road / 659 over Branch of Wabash Creek |
Structure number: | 000000000008454 |
Location: | 0.45-Rte 660;0.85-Rte 100 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 16.7 ft. [5.1 m] |
Deck width edge-to-edge: | 17.7 ft. [5.4 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 25 [as of 2014] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 43.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $559,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Fair | Fair | Satisfactory | 25 | 43.0 |
July 2017 | Fair | Satisfactory | Fair | Satisfactory | 25 | 44.0 |
July 2016 | Fair | Satisfactory | Fair | Satisfactory | 25 | 44.0 |
July 2015 | Fair | Satisfactory | Fair | Satisfactory | 25 | 48.0 |
July 2014 | Fair | Satisfactory | Fair | Satisfactory | 21 | 47.8 |
July 2013 | Fair | Satisfactory | Fair | Satisfactory | 21 | 47.8 |
July 2012 | Fair | Satisfactory | Fair | Satisfactory | 21 | 47.8 |
July 2011 | Fair | Satisfactory | Fair | Satisfactory | 21 | 47.8 |
July 2010 | Fair | Satisfactory | Fair | Good | 21 | 47.8 |
July 2009 | Fair | Satisfactory | Fair | Good | 21 | 47.8 |
July 2008 | Fair | Satisfactory | Satisfactory | Very Good | 35 | 57.8 |
August 2007 | Fair | Good | Satisfactory | Very Good | 35 | 57.8 |
July 2006 | Fair | Good | Satisfactory | Very Good | 35 | 57.8 |
July 2005 | Fair | Good | Satisfactory | Very Good | 35 | 57.8 |
August 2004 | Fair | Good | Satisfactory | Very Good | 35 | 54.8 |
July 2003 | Fair | Satisfactory | Satisfactory | Very Good | 35 | 54.8 |
July 2002 | Fair | Satisfactory | Satisfactory | Very Good | 46 | 54.8 |
July 2001 | Fair | Satisfactory | Satisfactory | Very Good | 46 | 54.8 |
August 2000 | Fair | Satisfactory | Satisfactory | Very Good | 46 | 54.8 |
July 1999 | Fair | Fair | Satisfactory | Very Good | 46 | 53.8 |
August 1998 | Fair | Fair | Satisfactory | Very Good | 46 | 53.8 |
July 1997 | Fair | Satisfactory | Satisfactory | Very Good | 46 | 54.8 |
July 1996 | Fair | Satisfactory | Satisfactory | Very Good | 42 | 54.8 |
July 1995 | Fair | Satisfactory | Satisfactory | Very Good | 42 | 63.3 |
July 1994 | Fair | Satisfactory | Satisfactory | Very Good | 42 | 63.3 |
July 1993 | Fair | Fair | Very Good | Very Good | 40 | 62.3 |
July 1992 | Fair | Fair | Very Good | Very Good | 40 | 48.8 |
July 1990 | Fair | Fair | Very Good | Very Good | 40 | 48.8 |