MOUNTAIN VALLEY RD over COWPASTURE RIVER
Map
Coordinates:
+38.01499, -79.6409238°00'54" N, 79°38'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MOUNTAIN VALLEY RD over COWPASTURE RIVER |
Structure number: | 000000000002424 |
Location: | 1.00 TO 690 & 2.68 TO 688 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 90.9 ft. [27.7 m] |
Total length: | 394.7 ft. [120.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,582 [as of 2014] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 63.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,800,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Fair | Fair | 1582 | 63.6 |
August 2015 | Fair | Satisfactory | Fair | Fair | 1582 | 63.6 |
August 2013 | Fair | Satisfactory | Fair | Fair | 1658 | 58.1 |
August 2011 | Fair | Satisfactory | Fair | Fair | 1658 | 58.1 |
August 2009 | Fair | Good | Fair | Fair | 1658 | 58.1 |
August 2007 | Fair | Good | Fair | Fair | 1565 | 13.8 |
August 2005 | Fair | Good | Satisfactory | Satisfactory | 1632 | 29.6 |
August 2003 | Fair | Good | Satisfactory | Satisfactory | 1615 | 53.6 |
August 2001 | Fair | Good | Satisfactory | Satisfactory | 1527 | 53.9 |
July 1999 | Fair | Good | Satisfactory | Satisfactory | 1531 | 53.9 |
July 1997 | Fair | Good | Satisfactory | Satisfactory | 1500 | 54.0 |
July 1995 | Fair | Good | Satisfactory | Satisfactory | 1500 | 54.0 |
October 1994 | Fair | Good | Satisfactory | Satisfactory | 1400 | 54.3 |
July 1993 | Fair | Good | Satisfactory | Satisfactory | 1415 | 51.2 |
June 1992 | Fair | Fair | Fair | Fair | 1270 | 42.4 |
June 1990 | Fair | Fair | Fair | Fair | 1310 | 42.3 |