Rice Creek Road over Rice Creek
Map
Coordinates:
+37.19234, -78.3993737°11'32" N, 78°23'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Rice Creek Road over Rice Creek |
Structure number: | 000000000013973 |
Location: | 1.39 to 630 - 2.06 to 715 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 27.6 ft. [8.4 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: | 1965 |
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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 56 [as of 2014] |
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: | 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 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $217,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Fair | 56 | 74.2 |
June 2017 | Fair | Fair | Fair | Fair | 56 | 74.2 |
June 2016 | Fair | Fair | Fair | Fair | 56 | 74.2 |
June 2015 | Fair | Satisfactory | Fair | Fair | 56 | 77.7 |
June 2014 | Fair | Satisfactory | Fair | Fair | 51 | 77.7 |
June 2013 | Fair | Satisfactory | Satisfactory | Fair | 51 | 63.5 |
June 2012 | Fair | Satisfactory | Satisfactory | Fair | 51 | 63.5 |
June 2011 | Fair | Satisfactory | Satisfactory | Fair | 51 | 63.5 |
June 2010 | Fair | Satisfactory | Satisfactory | Fair | 51 | 63.5 |
June 2009 | Fair | Satisfactory | Satisfactory | Fair | 51 | 63.5 |
July 2008 | Fair | Fair | Satisfactory | Fair | 55 | 65.5 |
June 2007 | Fair | Fair | Satisfactory | Fair | 55 | 62.5 |
June 2006 | Fair | Fair | Satisfactory | Fair | 55 | 65.5 |
July 2005 | Fair | Fair | Satisfactory | Fair | 46 | 65.5 |
June 2004 | Fair | Fair | Satisfactory | Fair | 46 | 65.5 |
June 2003 | Fair | Fair | Satisfactory | Fair | 46 | 64.5 |
June 2002 | Fair | Satisfactory | Satisfactory | Fair | 68 | 64.4 |
June 2001 | Fair | Satisfactory | Satisfactory | Fair | 68 | 62.4 |
July 2000 | Fair | Good | Good | Fair | 59 | 62.5 |
July 1999 | Fair | Good | Good | Fair | 59 | 57.5 |
June 1998 | Poor | Good | Good | Poor | 59 | 44.5 |
June 1997 | Fair | Good | Good | Fair | 54 | 57.5 |
August 1996 | Fair | Good | Good | Fair | 59 | 57.5 |
June 1995 | Fair | Good | Good | Fair | 59 | 57.5 |
June 1994 | Fair | Fair | Good | Satisfactory | 71 | 66.5 |
December 1991 | Fair | Fair | Good | Satisfactory | 55 | 67.7 |