Sandy River Road over Little Sandy River
Map
Coordinates:
+37.20828, -78.3200637°12'30" N, 78°19'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Sandy River Road over Little Sandy River |
Structure number: | 000000000013930 |
Location: | 0.50 to 606 - 0.81 to 696 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 46.3 ft. [14.1 m] |
Total length: | 49.2 ft. [15.0 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1949 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 305 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 64.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $559,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Fair | Satisfactory | 305 | 64.9 |
July 2015 | Fair | Satisfactory | Fair | Satisfactory | 305 | 65.9 |
July 2013 | Fair | Good | Fair | Good | 391 | 65.8 |
July 2011 | Fair | Good | Fair | Good | 391 | 49.3 |
August 2009 | Fair | Good | Satisfactory | Satisfactory | 391 | 59.2 |
August 2007 | Fair | Good | Satisfactory | Good | 308 | 62.3 |
September 2005 | Fair | Good | Satisfactory | Good | 336 | 62.2 |
August 2003 | Fair | Good | Satisfactory | Good | 334 | 62.2 |
August 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 426 | 60.5 |
August 1999 | Fair | Good | Satisfactory | Satisfactory | 397 | 60.5 |
August 1997 | Good | Good | Good | Good | 386 | 60.5 |
November 1995 | Good | Good | Good | Good | 386 | 60.5 |
November 1993 | Good | Very Good | Good | Very Good | 285 | 60.5 |
September 1991 | Good | Very Good | Good | Very Good | 292 | 60.5 |