COUNTY ROUTE 60/23 over MILLIGAN CREEK
Map
Coordinates:
+37.86851, -80.4895237°52'07" N, 80°29'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 60/23 over MILLIGAN CREEK |
Structure number: | 00000000013A131 |
Location: | 0.10 MIiles S. of US 60 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 13.5 ft. [4.1 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Girder and floorbeam system [03] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 22 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 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: | 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 48.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $490,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Fair | Satisfactory | 22 | 48.0 |
July 2016 | Fair | Good | Fair | Good | 22 | 61.8 |
July 2014 | Poor | Good | Poor | Good | 20 | 48.1 |
July 2012 | Poor | Very Good | Poor | Good | 20 | 48.1 |
July 2010 | Fair | Very Good | Fair | Good | 20 | 67.6 |
July 2008 | Poor | Serious | Fair | Good | 20 | 62.6 |
July 2006 | Fair | Fair | Fair | Good | 20 | 66.6 |
July 2004 | Fair | Fair | Fair | Good | 20 | 64.9 |
July 2002 | Fair | Fair | Fair | Good | 20 | 64.9 |
July 2000 | Fair | Fair | Fair | Good | 20 | 68.0 |
July 1998 | Fair | Satisfactory | Fair | Good | 20 | 69.0 |
November 1996 | Fair | Satisfactory | Fair | Good | 20 | 68.0 |
August 1994 | Fair | Good | Fair | Satisfactory | 20 | 58.5 |
August 1992 | Fair | Good | Satisfactory | Good | 20 | 69.5 |
August 1990 | Fair | Good | Satisfactory | Good | 50 | 72.7 |