MYRTLE DITCH ROAD over CORAPEAKE DITCH
Map
Coordinates:
+36.54833, -76.4266736°32'54" N, 76°25'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MYRTLE DITCH ROAD over CORAPEAKE DITCH |
Structure number: | 000051580-00091 |
Location: | GREAT DISMAL SWAMP NWR |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 27.9 ft. [8.5 m] |
Roadway width between curbs: | 16.7 ft. [5.1 m] |
Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
Owner: | Bureau of Fish and Wildlife [63] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Girder and floorbeam system [03] |
Deck type: | Open Grating [3] |
Wearing surface: | Other [9] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1 [as of 2017] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 69.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $653,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Good | Satisfactory | 1 | 69.7 |
May 2015 | Fair | Good | Good | Satisfactory | 1 | 69.7 |
May 2013 | Good | Good | Good | Good | 1 | 69.7 |
April 2011 | Good | Good | Good | Good | 1 | 69.4 |
May 2009 | Good | Good | Good | Good | 1 | 69.4 |
May 2007 | Good | Good | Good | Good | 1 | 69.4 |
April 2005 | Good | Good | Good | Good | 1 | 69.4 |
April 2003 | Good | Good | Good | Good | 1 | 69.4 |
April 2001 | Good | Good | Good | Good | 1 | 68.4 |
April 1999 | Good | Good | Good | Good | 1 | 68.4 |
April 1997 | Good | Good | Good | Good | 1 | 68.4 |
June 1994 | Good | Good | Good | Good | 1 | 68.4 |