BRAXTON ROAD over KNIGHTS CREEK
Map
Coordinates:
+36.93828, -78.4336736°56'18" N, 78°26'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BRAXTON ROAD over KNIGHTS CREEK |
Structure number: | 000000000011675 |
Location: | 1.2 FR 623 & 2.6 TO 622 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 33.8 ft. [10.3 m] |
Total length: | 34.8 ft. [10.6 m] |
Roadway width between curbs: | 20.7 ft. [6.3 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
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: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 151 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 29.5 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $899,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Fair | Satisfactory | 151 | 29.5 |
April 2017 | Fair | Satisfactory | Fair | Satisfactory | 151 | 29.5 |
April 2016 | Fair | Satisfactory | Fair | Satisfactory | 151 | 29.5 |
April 2015 | Fair | Satisfactory | Fair | Satisfactory | 151 | 29.5 |
April 2014 | Fair | Satisfactory | Fair | Satisfactory | 138 | 29.6 |
April 2013 | Fair | Satisfactory | Fair | Satisfactory | 138 | 58.1 |
January 2013 | Fair | Satisfactory | Fair | Satisfactory | 138 | 58.1 |
January 2012 | Fair | Good | Satisfactory | Satisfactory | 138 | 69.2 |
January 2011 | Fair | Good | Satisfactory | Satisfactory | 138 | 69.2 |
January 2010 | Fair | Good | Satisfactory | Satisfactory | 138 | 68.8 |
January 2009 | Fair | Good | Satisfactory | Satisfactory | 138 | 68.8 |
January 2008 | Fair | Good | Satisfactory | Satisfactory | 138 | 71.8 |
January 2007 | Fair | Good | Satisfactory | Satisfactory | 138 | 71.8 |
January 2006 | Fair | Good | Satisfactory | Satisfactory | 138 | 71.8 |
February 2005 | Fair | Good | Satisfactory | Satisfactory | 186 | 74.7 |
January 2004 | Fair | Very Good | Satisfactory | Satisfactory | 186 | 73.7 |
January 2003 | Fair | Very Good | Satisfactory | Satisfactory | 186 | 71.7 |
January 2002 | Fair | Very Good | Satisfactory | Satisfactory | 186 | 71.7 |
January 2001 | Fair | Very Good | Good | Satisfactory | 186 | 71.7 |
February 2000 | Fair | Very Good | Good | Satisfactory | 186 | 71.7 |
February 1999 | Fair | Very Good | Good | Satisfactory | 180 | 71.7 |
February 1998 | Fair | Very Good | Good | Satisfactory | 180 | 71.7 |
February 1997 | Fair | Good | Good | Fair | 180 | 60.7 |
February 1996 | Fair | Good | Good | Fair | 180 | 59.6 |
February 1995 | Fair | Good | Good | Fair | 180 | 59.6 |
February 1994 | Good | Very Good | Very Good | Very Good | 180 | 70.7 |
February 1993 | Good | Very Good | Very Good | Very Good | 126 | 69.7 |
January 1992 | Good | Very Good | Very Good | Very Good | 126 | 69.7 |