Old Mill Road 772 over Spoon Creek
Map
Coordinates:
+36.64450, -80.1889736°38'40" N, 80°11'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Old Mill Road 772 over Spoon Creek |
Structure number: | 000000000013399 |
Location: | 0.40 RT 694; 2.00 RT 691 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 14.8 ft. [4.5 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1945 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Deck [09] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 247 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 24.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $2,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Satisfactory | Poor | Fair | 247 | 24.0 |
September 2017 | Poor | Satisfactory | Poor | Fair | 247 | 24.0 |
September 2016 | Poor | Satisfactory | Poor | Fair | 247 | 25.3 |
September 2015 | Poor | Satisfactory | Poor | Fair | 247 | 25.3 |
September 2014 | Poor | Satisfactory | Poor | Fair | 192 | 25.4 |
September 2013 | Poor | Satisfactory | Poor | Fair | 192 | 25.4 |
September 2012 | Poor | Satisfactory | Poor | Fair | 192 | 25.4 |
September 2011 | Poor | Satisfactory | Poor | Fair | 192 | 25.4 |
September 2010 | Poor | Satisfactory | Poor | Fair | 192 | 25.4 |
September 2009 | Poor | Satisfactory | Poor | Fair | 192 | 25.4 |
August 2008 | Poor | Satisfactory | Poor | Fair | 141 | 34.6 |
January 2008 | Poor | Satisfactory | Poor | Fair | 141 | 34.6 |
April 2006 | Fair | Satisfactory | Fair | Fair | 141 | 62.1 |
March 2005 | Fair | Satisfactory | Fair | Fair | 141 | 62.1 |
May 2004 | Fair | Satisfactory | Fair | Fair | 141 | 59.1 |
March 2003 | Fair | Satisfactory | Fair | Fair | 141 | 59.1 |
March 2002 | Fair | Satisfactory | Fair | Fair | 95 | 63.2 |
April 2001 | Fair | Satisfactory | Fair | Fair | 95 | 63.2 |
June 2000 | Fair | Satisfactory | Fair | Fair | 95 | 63.2 |
August 1999 | Fair | Satisfactory | Fair | Satisfactory | 95 | 63.2 |
August 1998 | Fair | Satisfactory | Fair | Satisfactory | 95 | 63.2 |
July 1997 | Fair | Good | Fair | Satisfactory | 95 | 63.2 |
May 1996 | Fair | Good | Satisfactory | Good | 95 | 74.2 |
June 1995 | Fair | Very Good | Satisfactory | Very Good | 95 | 74.2 |
June 1994 | Fair | Very Good | Satisfactory | Very Good | 95 | 74.2 |
May 1993 | Fair | Very Good | Satisfactory | Very Good | 95 | 74.2 |
May 1992 | Fair | Fair | Satisfactory | Satisfactory | 80 | 65.4 |
March 1991 | Fair | Fair | Satisfactory | Satisfactory | 80 | 65.4 |