McGehee Road over East Fork Roanoke Creek
Map
Coordinates:
+37.07831, -78.5346337°04'42" N, 78°32'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | McGehee Road over East Fork Roanoke Creek |
Structure number: | 000000000004933 |
Location: | 0.70 to 653 - 1.00 to 654 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.6 ft. [6.9 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
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: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 56 [as of 2014] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Very Good | Satisfactory | Satisfactory | 56 | 95.0 |
August 2016 | Fair | Good | Satisfactory | Good | 56 | 95.0 |
August 2014 | Fair | Good | Satisfactory | Good | 60 | 95.0 |
August 2012 | Fair | Good | Satisfactory | Satisfactory | 58 | 95.0 |
August 2010 | Fair | Good | Satisfactory | Satisfactory | 58 | 95.0 |
August 2008 | Fair | Good | Satisfactory | Satisfactory | 58 | 98.0 |
September 2006 | Fair | Good | Satisfactory | Good | 52 | 98.0 |
September 2004 | Good | Good | Good | Good | 52 | 95.0 |
August 2002 | Good | Good | Good | Good | 46 | 95.0 |
October 2000 | Good | Good | Good | Good | 46 | 95.0 |
August 1998 | Good | Good | Very Good | Good | 46 | 90.0 |
September 1996 | Good | Very Good | Very Good | Very Good | 43 | 90.0 |
October 1994 | Good | Very Good | Very Good | Very Good | 43 | 90.0 |
August 1992 | Good | Very Good | Very Good | Very Good | 57 | 90.0 |
August 1990 | Good | Very Good | Very Good | Very Good | 50 | 90.0 |