COUNTY ROUTE 20/17 over LITTLE SEWELL CREEK
Map
Coordinates:
+37.95615, -80.7500337°57'22" N, 80°45'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 20/17 over LITTLE SEWELL CREEK |
Structure number: | 00000000013A064 |
Location: | 0.22 Miles S. of CR 60/32 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.2 ft. [8.6 m] |
Total length: | 31.5 ft. [9.6 m] |
Roadway width between curbs: | 13.8 ft. [4.2 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1952 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [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: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 110 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 32.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $387,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Fair | Poor | Poor | 110 | 32.0 |
May 2016 | Poor | Fair | Poor | Poor | 110 | 45.8 |
May 2014 | Poor | Good | Poor | Fair | 100 | 53.8 |
May 2013 | Poor | Good | Poor | Satisfactory | 100 | 53.8 |
June 2012 | Poor | Good | Poor | Satisfactory | 100 | 53.8 |
April 2011 | Poor | Good | Poor | Satisfactory | 100 | 52.0 |
May 2010 | Poor | Good | Poor | Satisfactory | 100 | 50.9 |
April 2009 | Poor | Good | Poor | Satisfactory | 100 | 53.2 |
April 2008 | Poor | Good | Poor | Satisfactory | 100 | 53.2 |
April 2007 | Poor | Good | Poor | Satisfactory | 100 | 53.2 |
April 2006 | Poor | Good | Poor | Satisfactory | 100 | 53.2 |
April 2005 | Poor | Good | Poor | Satisfactory | 100 | 49.9 |
April 2004 | Poor | Good | Poor | Satisfactory | 100 | 49.9 |
April 2003 | Poor | Very Good | Poor | Satisfactory | 100 | 54.0 |
April 2002 | Poor | Very Good | Poor | Satisfactory | 100 | 54.0 |
April 2001 | Poor | Excellent | Poor | Satisfactory | 100 | 51.0 |
April 2000 | Poor | Poor | Poor | Satisfactory | 100 | 47.0 |
April 1998 | Poor | Fair | Poor | Satisfactory | 100 | 49.0 |
April 1996 | Fair | Good | Satisfactory | Satisfactory | 100 | 79.0 |
May 1994 | Poor | Satisfactory | Poor | Critical | 100 | 22.0 |
May 1992 | Poor | Good | Fair | Poor | 100 | 51.0 |
May 1990 | Poor | Good | Fair | Poor | 100 | 51.0 |