West Virginia 67 over Sugar Run
Map
Coordinates:
+40.19441, -80.5289140°11'40" N, 80°31'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | West Virginia 67 over Sugar Run |
Structure number: | 00000000005A049 |
Location: | 0.14 mi. West jct CR 32/3 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 38.7 ft. [11.8 m] |
Total length: | 42.7 ft. [13.0 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 12.5 ft. [3.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1901 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Open Grating [3] |
Wearing surface: | Other [9] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 280 [as of 2014] |
Truck traffic: | 5% 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 59.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $430,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Fair | Fair | 280 | 59.1 |
June 2015 | Fair | Good | Fair | Satisfactory | 500 | 61.0 |
June 2014 | Fair | Good | Fair | Satisfactory | 500 | 61.0 |
June 2013 | Fair | Good | Fair | Satisfactory | 500 | 61.0 |
June 2012 | Fair | Good | Fair | Satisfactory | 500 | 61.0 |
July 2011 | Fair | Good | Fair | Satisfactory | 200 | 61.0 |
July 2010 | Fair | Good | Fair | Satisfactory | 200 | 60.8 |
July 2009 | Fair | Good | Fair | Satisfactory | 200 | 60.8 |
July 2008 | Fair | Good | Satisfactory | Satisfactory | 250 | 71.8 |
July 2007 | Fair | Good | Satisfactory | Satisfactory | 250 | 71.8 |
July 2006 | Fair | Good | Satisfactory | Satisfactory | 250 | 71.8 |
July 2005 | Fair | Good | Satisfactory | Satisfactory | 300 | 71.8 |
July 2003 | Fair | Good | Satisfactory | Satisfactory | 300 | 73.8 |
July 2002 | Fair | Good | Satisfactory | Satisfactory | 300 | 73.8 |
July 2001 | Fair | Good | Satisfactory | Satisfactory | 300 | 73.8 |
July 1999 | Fair | Good | Satisfactory | Satisfactory | 250 | 73.8 |
July 1997 | Fair | Good | Satisfactory | Satisfactory | 250 | 71.9 |
July 1995 | Fair | Good | Satisfactory | Satisfactory | 350 | 68.5 |
July 1993 | Fair | Good | Satisfactory | Satisfactory | 250 | 68.5 |
July 1991 | Fair | Good | Good | Satisfactory | 250 | 68.5 |