US 60 over GAULEY RIVER
Map
Coordinates:
+38.16287, -81.1959438°09'46" N, 81°11'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 60 over GAULEY RIVER |
Structure number: | 00000000010A142 |
Location: | 0.02 Miles E. of WV 16 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 106.0 ft. [32.3 m] |
Total length: | 705.4 ft. [215.0 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1951 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,170 [as of 2015] |
Truck traffic: | 12% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 55.2 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $632,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Fair | 3170 | 55.2 |
October 2015 | Poor | Satisfactory | Satisfactory | Poor | 3300 | 41.0 |
August 2013 | Fair | Good | Satisfactory | Fair | 3300 | 55.2 |
August 2012 | Fair | Satisfactory | Good | Fair | 3300 | 55.2 |
July 2011 | Fair | Satisfactory | Good | Fair | 3300 | 55.7 |
August 2010 | Fair | Good | Good | Fair | 3300 | 55.7 |
July 2009 | Fair | Good | Good | Fair | 5100 | 55.7 |
July 2008 | Fair | Satisfactory | Good | Fair | 5100 | 55.7 |
July 2007 | Fair | Fair | Good | Fair | 5100 | 54.7 |
September 2006 | Fair | Fair | Good | Fair | 5000 | 54.7 |
September 2005 | Fair | Fair | Good | Fair | 5000 | 54.7 |
September 2004 | Fair | Fair | Good | Fair | 5000 | 54.7 |
September 2003 | Fair | Fair | Good | Fair | 5700 | 54.7 |
August 2001 | Fair | Fair | Good | Fair | 5700 | 54.7 |
September 1999 | Fair | Fair | Satisfactory | Fair | 5600 | 54.7 |
August 1997 | Fair | Fair | Good | Fair | 4400 | 54.7 |
July 1995 | Fair | Satisfactory | Good | Satisfactory | 4400 | 66.7 |
July 1993 | Fair | Satisfactory | Good | Satisfactory | 4600 | 66.7 |
August 1991 | Fair | Satisfactory | Good | Satisfactory | 6000 | 66.7 |