Thorntons Mill Rd over Cub Creek
Map
Coordinates:
+37.20359, -78.7347437°12'13" N, 78°44'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Thorntons Mill Rd over Cub Creek |
Structure number: | 000000000004966 |
Location: | 0.11-Rt 691 / 1.24-Rt 736 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 63.0 ft. [19.2 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2017] |
Deck condition: | Fair [5 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: | Meets minimum tolerable limits to be left in place as is [4] |
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 condition. [5] |
Sufficiency rating: | 63.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $507,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Fair | Fair | Fair | 100 | 63.6 |
December 2017 | Fair | Fair | Fair | Fair | 95 | 63.6 |
December 2016 | Fair | Fair | Fair | Fair | 95 | 63.6 |
December 2015 | Fair | Fair | Fair | Fair | 95 | 63.6 |
December 2014 | Fair | Fair | Fair | Fair | 100 | 63.6 |
December 2013 | Fair | Fair | Fair | Fair | 150 | 49.4 |
December 2012 | Fair | Fair | Fair | Fair | 150 | 49.4 |
December 2011 | Fair | Fair | Fair | Fair | 62 | 57.1 |
December 2010 | Fair | Fair | Fair | Fair | 62 | 57.1 |
December 2009 | Fair | Fair | Fair | Fair | 62 | 57.1 |
November 2008 | Poor | Fair | Fair | Poor | 62 | 45.0 |
November 2007 | Fair | Fair | Fair | Fair | 62 | 60.1 |
December 2006 | Fair | Fair | Fair | Fair | 58 | 60.1 |
January 2006 | Fair | Fair | Fair | Fair | 58 | 59.1 |
January 2005 | Fair | Fair | Fair | Fair | 58 | 52.0 |
January 2004 | Fair | Satisfactory | Fair | Fair | 73 | 53.0 |
December 2002 | Fair | Satisfactory | Fair | Satisfactory | 73 | 53.0 |
December 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 73 | 63.0 |
December 1999 | Fair | Satisfactory | Good | Satisfactory | 65 | 63.2 |
November 1998 | Fair | Satisfactory | Good | Satisfactory | 65 | 63.2 |
November 1997 | Good | Good | Good | Good | 154 | 51.2 |
November 1996 | Good | Good | Good | Good | 66 | 63.2 |
November 1995 | Good | Very Good | Good | Good | 66 | 63.2 |
February 1995 | Good | Very Good | Good | Good | 66 | 63.2 |
November 1993 | Fair | Very Good | Good | Fair | 56 | 53.2 |
September 1992 | Fair | Very Good | Good | Fair | 52 | 58.0 |
October 1991 | Fair | Very Good | Good | Fair | 47 | 58.0 |