COMMISSION CIR. over STREAM
Map
Coordinates:
+37.29334, -82.3041337°17'36" N, 82°18'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COMMISSION CIR. over STREAM |
Structure number: | 000000000005904 |
Location: | 0.25 FR 702& 0.35 TO 734 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Year reconstructed: | 2008 |
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: | Other [9] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 23 [as of 2014] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | 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: | 96.0 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $131,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Very Good | Good | Satisfactory | 23 | 96.0 |
April 2016 | Good | Very Good | Good | Good | 23 | 96.0 |
April 2014 | Good | Very Good | Good | Good | 23 | 89.8 |
April 2012 | Good | Very Good | Good | Good | 23 | 89.8 |
April 2010 | Good | Very Good | Good | Good | 23 | 89.8 |
April 2008 | Good | Excellent | Good | Good | 23 | 89.8 |
February 2007 | Poor | Satisfactory | Poor | Good | 23 | 44.0 |
February 2005 | Poor | Satisfactory | Poor | Good | 23 | 44.0 |
February 2003 | Poor | Satisfactory | Poor | Good | 23 | 44.0 |
March 2001 | Fair | Good | Fair | Good | 23 | 62.1 |
April 2000 | Fair | Good | Satisfactory | Good | 46 | 72.1 |
February 1999 | Fair | Good | Satisfactory | Good | 46 | 72.1 |
February 1998 | Fair | Good | Satisfactory | Good | 46 | 72.1 |
February 1997 | Fair | Good | Satisfactory | Good | 46 | 72.1 |
March 1994 | Fair | Good | Satisfactory | Very Good | 146 | 77.6 |
February 1992 | Fair | Very Good | Satisfactory | Very Good | 160 | 77.6 |