FLAT HOLLOW RD/670 over BIG WALKER CREEK
Map
Coordinates:
+37.16228, -80.8595237°09'44" N, 80°51'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FLAT HOLLOW RD/670 over BIG WALKER CREEK |
Structure number: | 000000000008471 |
Location: | 1.00-RT 669; 0.05-RT 667 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 128.0 ft. [39.0 m] |
Total length: | 158.5 ft. [48.3 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Vertical clearance above deck: | 13.8 ft. [4.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 227 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 34.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,980,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Good | Fair | Good | 227 | 34.4 |
March 2017 | Fair | Good | Fair | Good | 227 | 34.4 |
March 2016 | Fair | Good | Fair | Good | 227 | 34.4 |
March 2015 | Poor | Very Good | Poor | Good | 227 | 19.5 |
June 2014 | Fair | Excellent | Fair | Good | 197 | 24.0 |
March 2013 | Poor | Poor | Poor | Good | 197 | 0.0 |
March 2012 | Poor | Poor | Poor | Good | 197 | 0.0 |
March 2011 | Poor | Poor | Poor | Good | 197 | 0.0 |
March 2010 | Poor | Poor | Poor | Good | 197 | 0.0 |
February 2009 | Poor | Poor | Poor | Good | 197 | 0.0 |
March 2007 | Poor | Poor | Poor | Good | 136 | 0.0 |
February 2006 | Poor | Poor | Poor | Good | 136 | 23.8 |
February 2004 | Poor | Poor | Poor | Good | 136 | 23.8 |
February 2002 | Poor | Poor | Poor | Good | 116 | 23.8 |
March 2001 | Poor | Poor | Poor | Good | 116 | 23.8 |
February 2000 | Poor | Satisfactory | Poor | Good | 116 | 45.9 |
March 1999 | Poor | Satisfactory | Poor | Very Good | 116 | 45.9 |
April 1998 | Fair | Good | Fair | Very Good | 116 | 41.9 |
June 1997 | Fair | Good | Fair | Very Good | 80 | 42.0 |
July 1996 | Fair | Good | Fair | Very Good | 116 | 41.9 |
May 1995 | Fair | Good | Satisfactory | Very Good | 116 | 44.0 |
May 1994 | Fair | Good | Satisfactory | Very Good | 101 | 44.0 |
April 1993 | Fair | Good | Fair | Very Good | 101 | 41.9 |
March 1992 | Fair | Good | Fair | Very Good | 101 | 31.2 |
March 1991 | Fair | Good | Fair | Very Good | 57 | 31.3 |