Mt. Zion Road/655 over Toms Creek
Map
Coordinates:
+37.23183, -80.5057337°13'55" N, 80°30'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Mt. Zion Road/655 over Toms Creek |
Structure number: | 000000000012280 |
Location: | 0.60-Rte654; 0.00-Rte684 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 35.1 ft. [10.7 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
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: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 455 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 81.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $90,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Good | Fair | 455 | 81.8 |
August 2016 | Fair | Good | Good | Fair | 455 | 81.8 |
August 2014 | Fair | Good | Good | Fair | 486 | 81.8 |
August 2012 | Fair | Good | Good | Fair | 486 | 81.8 |
August 2010 | Fair | Good | Very Good | Satisfactory | 486 | 92.9 |
August 2008 | Fair | Good | Very Good | Satisfactory | 486 | 95.9 |
August 2006 | Fair | Good | Very Good | Satisfactory | 568 | 95.8 |
August 2004 | Fair | Excellent | Excellent | Satisfactory | 857 | 86.7 |
July 2003 | Poor | Serious | Poor | Satisfactory | 849 | 26.8 |
July 2002 | Poor | Serious | Poor | Satisfactory | 846 | 26.8 |
July 2001 | Poor | Serious | Fair | Poor | 909 | 26.7 |
August 2000 | Poor | Serious | Fair | Poor | 927 | 26.7 |
August 1999 | Poor | Poor | Fair | Poor | 927 | 55.2 |
September 1997 | Poor | Poor | Fair | Poor | 901 | 55.2 |
September 1995 | Poor | Poor | Fair | Fair | 831 | 72.0 |
September 1993 | Fair | Fair | Fair | Satisfactory | 803 | 74.3 |
September 1991 | Fair | Good | Fair | Satisfactory | 567 | 82.3 |
August 1989 | Fair | Good | Fair | Satisfactory | 580 | 82.3 |