Wolf Creek Rd/61 over WOLF CREEK
Map
Coordinates:
+37.30333, -80.8548237°18'12" N, 80°51'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Wolf Creek Rd/61 over WOLF CREEK |
Structure number: | 000000000008336 |
Location: | 1.10-RT 786;0.08-RT 724 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 440.6 ft. [134.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 7 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 476 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 74.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $14,329,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Fair | Satisfactory | 476 | 74.1 |
July 2015 | Fair | Satisfactory | Fair | Satisfactory | 476 | 74.1 |
July 2013 | Fair | Satisfactory | Fair | Satisfactory | 538 | 74.2 |
July 2011 | Fair | Satisfactory | Fair | Satisfactory | 538 | 74.2 |
July 2009 | Fair | Satisfactory | Fair | Satisfactory | 538 | 70.1 |
July 2007 | Fair | Satisfactory | Fair | Satisfactory | 624 | 69.9 |
July 2005 | Fair | Satisfactory | Fair | Satisfactory | 650 | 69.9 |
July 2003 | Fair | Fair | Fair | Satisfactory | 643 | 69.9 |
August 2001 | Fair | Fair | Fair | Good | 786 | 62.5 |
August 1999 | Fair | Fair | Fair | Satisfactory | 823 | 63.4 |
September 1997 | Fair | Fair | Fair | Good | 800 | 63.4 |
October 1995 | Fair | Satisfactory | Fair | Good | 790 | 61.0 |
September 1993 | Good | Good | Good | Good | 758 | 71.3 |
September 1991 | Good | Good | Good | Good | 805 | 71.2 |
September 1989 | Good | Good | Good | Good | 1325 | 70.4 |