SNIDERTOWN RD./781 over BIG STONEY CREEK
Map
Coordinates:
+37.39119, -80.6610237°23'28" N, 80°39'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SNIDERTOWN RD./781 over BIG STONEY CREEK |
Structure number: | 000000000008517 |
Location: | 0.50-END MAIN;0.00-RT 635 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.5 ft. [9.3 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 11.2 ft. [3.4 m] |
Deck width edge-to-edge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 88 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 60.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,169,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Fair | Fair | 88 | 60.7 |
April 2015 | Fair | Satisfactory | Fair | Satisfactory | 88 | 60.7 |
April 2013 | Fair | Satisfactory | Fair | Satisfactory | 107 | 60.5 |
April 2011 | Fair | Satisfactory | Fair | Satisfactory | 107 | 60.5 |
April 2009 | Fair | Satisfactory | Fair | Satisfactory | 107 | 60.5 |
April 2007 | Fair | Good | Fair | Satisfactory | 140 | 63.0 |
April 2005 | Fair | Good | Satisfactory | Satisfactory | 140 | 74.3 |
April 2003 | Fair | Good | Satisfactory | Satisfactory | 140 | 78.0 |
April 2001 | Fair | Very Good | Satisfactory | Satisfactory | 149 | 78.0 |
February 2000 | Poor | Very Good | Serious | Satisfactory | 149 | 22.0 |
April 1998 | Poor | Excellent | Poor | Good | 149 | 27.3 |
March 1997 | Fair | Fair | Fair | Good | 149 | 41.3 |
May 1996 | Fair | Fair | Fair | Good | 149 | 41.3 |
May 1995 | Fair | Fair | Satisfactory | Good | 149 | 48.3 |
May 1994 | Fair | Fair | Satisfactory | Good | 133 | 48.3 |
April 1993 | Fair | Satisfactory | Satisfactory | Good | 133 | 49.3 |
May 1992 | Fair | Satisfactory | Good | Good | 133 | 50.4 |
April 1991 | Fair | Satisfactory | Good | Good | 133 | 50.4 |