Stevers Gap Trail over Sinking Creek
Map
Coordinates:
+37.33096, -80.4370537°19'51" N, 80°26'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Stevers Gap Trail over Sinking Creek |
Structure number: | 000000000005550 |
Location: | 0.10-Rte42; 0.60-DeadEnd |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 50.9 ft. [15.5 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 14.4 ft. [4.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1946 |
Year reconstructed: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 60 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 75.3 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $958,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Very Good | Satisfactory | 60 | 75.3 |
September 2016 | Fair | Good | Very Good | Satisfactory | 60 | 75.3 |
September 2014 | Fair | Good | Very Good | Satisfactory | 43 | 75.5 |
September 2012 | Fair | Good | Very Good | Satisfactory | 43 | 75.5 |
September 2010 | Fair | Good | Very Good | Satisfactory | 43 | 75.5 |
September 2008 | Fair | Very Good | Very Good | Satisfactory | 43 | 78.5 |
October 2006 | Fair | Very Good | Very Good | Satisfactory | 38 | 84.0 |
September 2004 | Good | Very Good | Very Good | Good | 30 | 81.0 |
October 2002 | Good | Very Good | Very Good | Good | 34 | 81.0 |
November 2000 | Good | Excellent | Excellent | Very Good | 34 | 81.0 |
January 2000 | Fair | Fair | Fair | Good | 34 | 53.0 |
February 1999 | Fair | Satisfactory | Fair | Good | 34 | 54.0 |
April 1997 | Fair | Satisfactory | Fair | Good | 34 | 54.0 |
March 1996 | Fair | Good | Satisfactory | Good | 34 | 65.0 |
March 1995 | Fair | Good | Satisfactory | Good | 34 | 65.0 |
March 1994 | Good | Very Good | Very Good | Good | 26 | 53.0 |
March 1993 | Good | Very Good | Very Good | Good | 26 | 53.0 |
February 1992 | Fair | Good | Satisfactory | Fair | 26 | 52.2 |
February 1991 | Fair | Good | Satisfactory | Fair | 25 | 52.2 |