THE GROVE ROAD over LITTLE NOTTOWAY RIVER
Map
Coordinates:
+37.08784, -78.0561237°05'16" N, 78°03'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | THE GROVE ROAD over LITTLE NOTTOWAY RIVER |
Structure number: | 000000000012837 |
Location: | .01 FR 602 & 1.7 TO 460B |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 53.2 ft. [16.2 m] |
Total length: | 210.0 ft. [64.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 199 [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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 78.3 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $2,530,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Fair | Fair | 199 | 78.3 |
April 2015 | Fair | Fair | Fair | Fair | 199 | 78.3 |
April 2013 | Fair | Fair | Fair | Fair | 153 | 72.7 |
April 2011 | Fair | Good | Satisfactory | Fair | 153 | 60.3 |
April 2009 | Fair | Good | Good | Fair | 153 | 62.3 |
May 2007 | Fair | Good | Good | Fair | 153 | 62.3 |
April 2005 | Fair | Good | Good | Fair | 193 | 61.7 |
April 2003 | Fair | Good | Good | Fair | 193 | 61.7 |
April 2001 | Fair | Good | Good | Fair | 193 | 59.7 |
April 1999 | Fair | Good | Good | Fair | 186 | 59.8 |
April 1997 | Fair | Good | Good | Fair | 45 | 67.4 |
May 1995 | Fair | Good | Good | Fair | 109 | 60.7 |
April 1993 | Fair | Very Good | Very Good | Fair | 109 | 61.7 |
June 1992 | Poor | Poor | Poor | Fair | 153 | 48.3 |
May 1990 | Fair | Very Good | Very Good | Fair | 153 | 61.2 |