COUNTY ROUTE 60/29 over MEADOW RIVER
Map
Coordinates:
+37.99394, -80.7478637°59'38" N, 80°44'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 60/29 over MEADOW RIVER |
Structure number: | 00000000013A134 |
Location: | 0.01 Miles E. of US 60 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.2 ft. [9.2 m] |
Total length: | 90.6 ft. [27.6 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel continuous [4] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 101 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 36.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $958,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Poor | Poor | Poor | 101 | 36.8 |
September 2016 | Poor | Poor | Poor | Poor | 110 | 36.8 |
June 2014 | Poor | Poor | Poor | Poor | 100 | 23.0 |
June 2013 | Poor | Poor | Poor | Poor | 100 | 23.0 |
June 2012 | Poor | Poor | Poor | Poor | 100 | 23.0 |
June 2011 | Poor | Good | Poor | Fair | 100 | 53.0 |
June 2010 | Poor | Good | Poor | Fair | 100 | 53.0 |
June 2008 | Poor | Good | Poor | Fair | 100 | 53.0 |
June 2006 | Poor | Very Good | Poor | Fair | 100 | 53.0 |
June 2005 | Poor | Very Good | Poor | Fair | 100 | 53.0 |
June 2004 | Poor | Very Good | Poor | Fair | 100 | 53.0 |
June 2003 | Poor | Very Good | Poor | Fair | 100 | 53.0 |
June 2002 | Poor | Very Good | Poor | Fair | 100 | 53.0 |
June 2001 | Poor | Poor | Fair | Fair | 100 | 66.0 |
June 2000 | Poor | Poor | Fair | Fair | 100 | 66.0 |
June 1998 | Fair | Satisfactory | Fair | Fair | 100 | 68.0 |
June 1996 | Fair | Good | Satisfactory | Satisfactory | 100 | 76.0 |
May 1994 | Fair | Good | Satisfactory | Fair | 100 | 68.0 |
May 1992 | Fair | Good | Good | Satisfactory | 100 | 76.0 |
June 1990 | Fair | Good | Good | Fair | 100 | 67.0 |