COUNTY ROUTE 60/18 over MEADOW RIVER
Map
Coordinates:
+37.95138, -80.6904137°57'05" N, 80°41'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 60/18 over MEADOW RIVER |
Structure number: | 00000000013A129 |
Location: | 0.82 Miles W. of US 60 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
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: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 84.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $681,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Good | Satisfactory | 10 | 84.4 |
May 2016 | Fair | Satisfactory | Good | Satisfactory | 11 | 84.4 |
May 2014 | Good | Good | Good | Good | 10 | 87.2 |
May 2012 | Good | Good | Good | Good | 10 | 87.2 |
June 2010 | Good | Good | Good | Good | 10 | 87.0 |
June 2008 | Good | Very Good | Good | Good | 10 | 89.3 |
June 2006 | Good | Very Good | Good | Good | 10 | 89.3 |
June 2004 | Good | Very Good | Good | Good | 10 | 86.1 |
June 2002 | Good | Excellent | Very Good | Good | 10 | 86.1 |
June 2000 | Fair | Fair | Very Good | Good | 10 | 85.1 |
June 1998 | Fair | Fair | Good | Good | 10 | 85.1 |
June 1996 | Fair | Satisfactory | Good | Good | 10 | 86.1 |
June 1994 | Fair | Satisfactory | Good | Good | 10 | 85.9 |
June 1992 | Fair | Satisfactory | Good | Good | 10 | 84.9 |
June 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 73.4 |