Richardson Road over Spring Creek
Map
Coordinates:
+37.06003, -78.5186037°03'36" N, 78°31'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Richardson Road over Spring Creek |
Structure number: | 000000000004935 |
Location: | 1.00 to 40 - 0.60 to 652 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.2 ft. [8.3 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
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: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 228 [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: | 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 49.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $431,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Fair | Satisfactory | 228 | 49.7 |
September 2017 | Fair | Satisfactory | Fair | Satisfactory | 228 | 49.7 |
September 2016 | Fair | Satisfactory | Fair | Good | 228 | 49.7 |
September 2015 | Fair | Satisfactory | Fair | Good | 228 | 49.7 |
September 2014 | Fair | Satisfactory | Fair | Good | 230 | 49.7 |
September 2013 | Fair | Satisfactory | Fair | Good | 220 | 49.7 |
September 2012 | Fair | Satisfactory | Fair | Good | 220 | 49.7 |
September 2011 | Fair | Satisfactory | Fair | Good | 216 | 55.0 |
September 2010 | Fair | Satisfactory | Fair | Good | 216 | 55.0 |
September 2009 | Fair | Satisfactory | Fair | Good | 216 | 55.0 |
September 2008 | Fair | Satisfactory | Fair | Good | 216 | 58.0 |
September 2007 | Fair | Satisfactory | Fair | Good | 216 | 58.0 |
October 2006 | Fair | Satisfactory | Fair | Good | 231 | 58.0 |
September 2005 | Fair | Good | Satisfactory | Good | 231 | 63.0 |
October 2004 | Fair | Good | Satisfactory | Good | 231 | 63.0 |
October 2003 | Fair | Good | Satisfactory | Good | 231 | 60.0 |
September 2002 | Good | Good | Good | Good | 231 | 60.0 |
September 2001 | Good | Good | Good | Good | 231 | 60.0 |
November 2000 | Good | Good | Good | Good | 219 | 60.3 |
September 1999 | Good | Good | Good | Good | 219 | 60.3 |
September 1998 | Fair | Fair | Good | Good | 219 | 59.3 |
October 1997 | Fair | Fair | Good | Good | 219 | 59.3 |
September 1996 | Fair | Fair | Good | Good | 210 | 59.3 |
November 1995 | Good | Very Good | Good | Very Good | 206 | 60.3 |
December 1994 | Good | Good | Good | Very Good | 206 | 60.3 |
October 1993 | Good | Good | Very Good | Very Good | 206 | 60.3 |
September 1992 | Good | Good | Very Good | Very Good | 190 | 57.8 |
October 1991 | Good | Very Good | Very Good | Very Good | 190 | 57.8 |