Hannah Road over Branch Wallace Creek
Map
Coordinates:
+36.98019, -78.7242936°58'49" N, 78°43'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Hannah Road over Branch Wallace Creek |
Structure number: | 000000000004925 |
Location: | 1.72 to 746 - 3.86 to 619 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.6 ft. [6.9 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 18.7 ft. [5.7 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Skew angle: | 15° |
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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 37 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 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: | 60.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $239,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Good | Fair | Good | 37 | 60.2 |
November 2017 | Fair | Good | Fair | Good | 37 | 60.2 |
November 2016 | Fair | Good | Fair | Good | 37 | 60.2 |
November 2015 | Fair | Good | Fair | Good | 37 | 60.2 |
November 2014 | Fair | Good | Fair | Good | 70 | 60.1 |
November 2013 | Fair | Good | Fair | Good | 31 | 60.2 |
November 2012 | Fair | Good | Fair | Good | 31 | 60.2 |
November 2011 | Fair | Good | Fair | Good | 31 | 64.5 |
November 2010 | Fair | Good | Fair | Good | 31 | 64.5 |
November 2009 | Fair | Good | Fair | Good | 31 | 64.5 |
November 2008 | Fair | Good | Fair | Good | 31 | 64.5 |
November 2007 | Fair | Good | Fair | Good | 31 | 67.5 |
November 2006 | Fair | Good | Fair | Good | 64 | 67.5 |
December 2005 | Fair | Good | Fair | Good | 64 | 67.5 |
November 2004 | Fair | Good | Satisfactory | Good | 64 | 77.5 |
October 2003 | Fair | Good | Satisfactory | Good | 53 | 76.5 |
November 2002 | Fair | Very Good | Satisfactory | Good | 53 | 76.5 |
October 2001 | Fair | Very Good | Satisfactory | Good | 53 | 69.5 |
October 2000 | Fair | Very Good | Satisfactory | Good | 67 | 69.5 |
November 1999 | Fair | Very Good | Satisfactory | Good | 67 | 69.5 |
October 1998 | Good | Very Good | Good | Good | 67 | 69.5 |
October 1997 | Good | Very Good | Good | Good | 67 | 69.5 |
October 1996 | Good | Very Good | Good | Good | 72 | 69.5 |
October 1995 | Good | Very Good | Good | Good | 53 | 69.5 |
December 1994 | Good | Very Good | Very Good | Good | 53 | 69.5 |
November 1993 | Good | Very Good | Good | Very Good | 53 | 69.5 |
October 1992 | Good | Very Good | Very Good | Very Good | 47 | 69.5 |
October 1991 | Poor | Poor | Good | Poor | 46 | 37.3 |