BIG COVE ACCESS RO over RAVEN FORK
Map
Coordinates:
+35.51364, -83.2993135°30'49" N, 83°17'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BIG COVE ACCESS RO over RAVEN FORK |
Structure number: | 5460105P0000000 |
Location: | 0.5 MILES FROM U.S. ROUTE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 18.7 ft. [5.7 m] |
Owner: | National Park Service [66] |
Year built: | 1921 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 100 [as of 2009] |
Truck traffic: | 1% of total traffic |
Deck condition: | Poor [4 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: | Basically intolerable requiring high priority of corrrective action [3] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 58.1 |
Estimated cost of work: | $2,400,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Poor | Poor | Fair | Satisfactory | 100 | 58.1 |
May 2015 | Poor | Poor | Satisfactory | Satisfactory | 100 | 50.6 |
May 2013 | Poor | Poor | Satisfactory | Satisfactory | 100 | 50.6 |
May 2011 | Poor | Poor | Satisfactory | Satisfactory | 100 | 50.6 |
May 2009 | Poor | Poor | Satisfactory | Satisfactory | 100 | 50.6 |
May 2007 | Poor | Poor | Satisfactory | Satisfactory | 100 | 50.4 |
May 2005 | Poor | Poor | Satisfactory | Satisfactory | 100 | 50.6 |
July 2003 | Poor | Poor | Satisfactory | Satisfactory | 100 | 50.4 |
August 2001 | Poor | Poor | Satisfactory | Satisfactory | 100 | 50.4 |
August 1999 | Poor | Poor | Satisfactory | Good | 100 | 50.4 |