Miller Cove/Rte620 over Trout Creek
Map
Coordinates:
+37.39202, -80.1991737°23'31" N, 80°11'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Miller Cove/Rte620 over Trout Creek |
Structure number: | 000000000005517 |
Location: | 1.30-Rke Co;1.00-Rte 621 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 37.1 ft. [11.3 m] |
Total length: | 37.1 ft. [11.3 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Skew angle: | 43° |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
Year reconstructed: | 2018 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 59 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $3,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 59 | 98.0 |
October 2016 | Fair | Satisfactory | Fair | Good | 59 | 49.4 |
October 2015 | Fair | Satisfactory | Fair | Good | 59 | 49.4 |
October 2014 | Fair | Good | Fair | Good | 9 | 60.0 |
October 2013 | Fair | Good | Fair | Good | 9 | 60.0 |
October 2012 | Fair | Good | Fair | Good | 9 | 60.0 |
October 2011 | Fair | Good | Fair | Good | 9 | 60.0 |
October 2010 | Fair | Good | Fair | Good | 9 | 60.0 |
October 2009 | Fair | Good | Fair | Good | 9 | 60.0 |
November 2008 | Fair | Good | Fair | Good | 23 | 60.0 |
October 2007 | Fair | Good | Fair | Good | 23 | 63.0 |
October 2006 | Fair | Very Good | Fair | Very Good | 23 | 63.0 |
November 2005 | Fair | Very Good | Fair | Very Good | 18 | 63.0 |
October 2004 | Fair | Very Good | Fair | Very Good | 18 | 60.0 |
October 2003 | Fair | Very Good | Fair | Very Good | 18 | 60.0 |
October 2002 | Fair | Very Good | Satisfactory | Very Good | 18 | 70.0 |
October 2001 | Fair | Very Good | Satisfactory | Very Good | 18 | 70.0 |
November 2000 | Fair | Very Good | Satisfactory | Very Good | 17 | 70.0 |
December 1999 | Fair | Very Good | Satisfactory | Very Good | 17 | 70.0 |
November 1998 | Fair | Very Good | Satisfactory | Very Good | 17 | 70.0 |
November 1997 | Fair | Very Good | Satisfactory | Very Good | 17 | 70.0 |
November 1996 | Fair | Very Good | Satisfactory | Very Good | 17 | 70.0 |
November 1995 | Fair | Very Good | Satisfactory | Very Good | 17 | 76.2 |
December 1994 | Fair | Very Good | Satisfactory | Very Good | 17 | 76.2 |
January 1993 | Fair | Very Good | Satisfactory | Very Good | 17 | 76.2 |
November 1991 | Fair | Very Good | Satisfactory | Very Good | 14 | 73.0 |
November 1990 | Fair | Very Good | Satisfactory | Very Good | 14 | 73.0 |