COUNTY ROUTE 60/32 over MEADOW RIVER
Map
Coordinates:
+37.91383, -80.6737037°54'50" N, 80°40'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 60/32 over MEADOW RIVER |
Structure number: | 00000000013A136 |
Location: | 0.18 Miles W. of CR 60/3 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.8 ft. [10.6 m] |
Total length: | 39.4 ft. [12.0 m] |
Roadway width between curbs: | 17.7 ft. [5.4 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Year reconstructed: | 1984 |
Historic significance: | Historical significance is not determinable at this time [4] |
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: | 410 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 68.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $547,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Fair | Fair | 410 | 68.4 |
August 2016 | Fair | Fair | Fair | Fair | 405 | 68.4 |
August 2014 | Fair | Fair | Satisfactory | Fair | 400 | 68.4 |
August 2012 | Fair | Fair | Satisfactory | Good | 350 | 76.6 |
August 2010 | Fair | Satisfactory | Satisfactory | Good | 350 | 77.7 |
August 2008 | Fair | Good | Satisfactory | Good | 390 | 77.6 |
August 2006 | Poor | Poor | Satisfactory | Good | 350 | 74.7 |
July 2004 | Fair | Satisfactory | Satisfactory | Good | 350 | 77.7 |
July 2002 | Fair | Fair | Fair | Good | 200 | 65.8 |
July 2000 | Fair | Fair | Satisfactory | Good | 200 | 76.8 |
July 1998 | Fair | Fair | Satisfactory | Satisfactory | 200 | 76.8 |
July 1996 | Fair | Fair | Satisfactory | Satisfactory | 200 | 76.8 |
July 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 77.8 |
July 1992 | Fair | Good | Good | Satisfactory | 200 | 77.8 |
July 1990 | Fair | Good | Good | Fair | 200 | 66.8 |