SHAWNEE AVE. WEST over S.F. POWELL RIVER
Map
Coordinates:
+36.85939, -82.7861436°51'34" N, 82°47'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SHAWNEE AVE. WEST over S.F. POWELL RIVER |
Structure number: | 000000000019965 |
Location: | 0.01 FR 58A |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 176.8 ft. [53.9 m] |
Roadway width between curbs: | 10.5 ft. [3.2 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 85 [as of 1999] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 17.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $494,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Poor | Good | Serious | Fair | 85 | 17.8 |
March 2017 | Poor | Good | Serious | Fair | 85 | 17.8 |
March 2016 | Poor | Poor | Serious | Poor | 85 | 16.7 |
March 2015 | Poor | Fair | Serious | Poor | 85 | 16.7 |
March 2014 | Poor | Fair | Serious | Poor | 85 | 16.7 |
March 2013 | Poor | Satisfactory | Serious | Poor | 85 | 17.8 |
March 2012 | Poor | Satisfactory | Serious | Poor | 85 | 17.8 |
March 2011 | Poor | Good | Serious | Poor | 85 | 17.8 |
March 2010 | Poor | Good | Serious | Poor | 85 | 17.8 |
March 2009 | Poor | Satisfactory | Serious | Poor | 85 | 17.8 |
April 2008 | Poor | Satisfactory | Serious | Poor | 85 | 17.8 |
July 2007 | Poor | Satisfactory | Critical | Poor | 85 | 17.8 |
August 2006 | Poor | Satisfactory | Critical | Poor | 85 | 17.8 |
July 2005 | Poor | Critical | Critical | Poor | 85 | 16.7 |
March 2004 | Poor | Critical | Critical | Poor | 85 | 16.7 |
August 2003 | Poor | Critical | Critical | Poor | 85 | 16.7 |
July 2002 | Poor | Critical | Critical | Poor | 85 | 16.7 |
July 2001 | Poor | Critical | Critical | Poor | 85 | 16.7 |
July 2000 | Poor | Critical | Serious | Poor | 85 | 16.7 |
July 1999 | Poor | Serious | Serious | Poor | 85 | 16.7 |
July 1998 | Poor | Serious | Serious | Poor | 75 | 16.7 |
August 1997 | Poor | Serious | Serious | Poor | 75 | 16.7 |
September 1995 | Poor | Serious | Serious | Poor | 75 | 16.8 |
July 1994 | Poor | Serious | Serious | Poor | 75 | 16.8 |
July 1993 | Poor | Serious | Serious | Poor | 75 | 16.8 |
June 1991 | Poor | Serious | Serious | Poor | 75 | 17.0 |