NO BUSINESS CK RD over NOBUSINESS CREEK
Map
Coordinates:
+37.23447, -80.9412937°14'04" N, 80°56'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NO BUSINESS CK RD over NOBUSINESS CREEK |
Structure number: | 000000000008474 |
Location: | 0.80BLAND CO;0.90END MAIN |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.6 ft. [8.1 m] |
Total length: | 26.9 ft. [8.2 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Skew angle: | 26° |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
Year reconstructed: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [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: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 75 [as of 2014] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 75.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $65,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Very Good | Very Good | Satisfactory | 75 | 75.1 |
October 2015 | Fair | Excellent | Excellent | Satisfactory | 75 | 75.1 |
October 2014 | Poor | Satisfactory | Poor | Fair | 80 | 18.7 |
October 2013 | Poor | Satisfactory | Poor | Fair | 80 | 18.7 |
October 2012 | Poor | Satisfactory | Poor | Fair | 80 | 26.4 |
October 2010 | Poor | Satisfactory | Poor | Fair | 80 | 34.0 |
October 2009 | Poor | Good | Poor | Fair | 80 | 34.0 |
October 2008 | Poor | Good | Poor | Fair | 80 | 34.0 |
October 2007 | Poor | Good | Poor | Fair | 80 | 37.5 |
October 2006 | Poor | Good | Poor | Fair | 118 | 34.5 |
November 2005 | Poor | Good | Poor | Fair | 118 | 34.5 |
October 2004 | Poor | Good | Poor | Fair | 29 | 37.5 |
December 2003 | Poor | Good | Poor | Fair | 29 | 37.5 |
October 2002 | Poor | Good | Poor | Fair | 29 | 37.5 |
October 2001 | Poor | Good | Poor | Fair | 29 | 37.5 |
October 2000 | Poor | Good | Poor | Fair | 29 | 37.5 |
October 1999 | Poor | Good | Poor | Fair | 29 | 37.5 |
October 1998 | Poor | Good | Poor | Fair | 29 | 37.5 |
October 1997 | Fair | Very Good | Fair | Fair | 29 | 50.5 |
October 1996 | Fair | Very Good | Fair | Fair | 29 | 50.5 |
March 1996 | Fair | Very Good | Fair | Fair | 29 | 50.5 |
October 1994 | Good | Very Good | Very Good | Good | 29 | 68.0 |
October 1993 | Fair | Very Good | Very Good | Satisfactory | 29 | 68.0 |
October 1992 | Fair | Very Good | Very Good | Satisfactory | 29 | 68.0 |
October 1990 | Fair | Very Good | Satisfactory | Satisfactory | 29 | 68.0 |