DANTE MOUNTAIN RD. over ROARING FORK @ TRAMMEL
Map
Coordinates:
+37.02822, -82.2998837°01'42" N, 82°17'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DANTE MOUNTAIN RD. over ROARING FORK @ TRAMMEL |
Structure number: | 000000000005791 |
Location: | 0.04 FR. 656; 1.01 TO 626 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 86.0 ft. [26.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Year reconstructed: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,272 [as of 2014] |
Truck traffic: | 11% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 condition. [5] |
Sufficiency rating: | 76.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $274,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Satisfactory | 1272 | 76.7 |
June 2016 | Good | Good | Good | Good | 1272 | 76.7 |
June 2014 | Good | Good | Good | Good | 1419 | 76.0 |
June 2012 | Good | Good | Good | Good | 1419 | 76.0 |
March 2012 | Poor | Fair | Poor | Fair | 1419 | 8.0 |
March 2010 | Poor | Fair | Serious | Fair | 1419 | 8.5 |
February 2009 | Poor | Fair | Serious | Fair | 1415 | 8.5 |
February 2007 | Poor | Fair | Poor | Fair | 1483 | 25.5 |
February 2006 | Poor | Fair | Poor | Fair | 1505 | 25.5 |
February 2005 | Poor | Fair | Poor | Fair | 1498 | 25.5 |
April 2003 | Poor | Fair | Poor | Fair | 1535 | 25.5 |
March 2002 | Poor | Fair | Poor | Fair | 1546 | 25.4 |
February 2001 | Poor | Fair | Poor | Fair | 1745 | 25.4 |
January 2000 | Poor | Fair | Poor | Fair | 1745 | 25.4 |
January 1999 | Poor | Fair | Poor | Fair | 1700 | 28.5 |
March 1996 | Fair | Fair | Fair | Fair | 1600 | 51.1 |
January 1994 | Fair | Satisfactory | Fair | Fair | 1764 | 51.3 |
January 1992 | Fair | Satisfactory | Fair | Fair | 2420 | 60.7 |