12 MILE RD over MCDUFFEE CREEK
Map
Coordinates:
+43.72824, -85.7040343°43'42" N, 85°42'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 12 MILE RD over MCDUFFEE CREEK |
Structure number: | 000000000007770 |
Old structure number: | 62315H00002B020 (from 1992 edition) |
Location: | 12 MI N OF WHITE CLOUD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 50 [as of 2000] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 33.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Fair | Serious | Poor | 50 | 33.9 |
June 2017 | Poor | Fair | Serious | Poor | 50 | 33.9 |
June 2016 | Poor | Fair | Serious | Poor | 50 | 33.9 |
June 2015 | Poor | Fair | Serious | Poor | 50 | 33.9 |
June 2014 | Poor | Fair | Serious | Poor | 50 | 33.9 |
June 2013 | Poor | Fair | Serious | Poor | 50 | 33.9 |
June 2012 | Poor | Fair | Poor | Poor | 50 | 44.3 |
May 2010 | Poor | Fair | Poor | Poor | 50 | 44.3 |
May 2008 | Poor | Fair | Poor | Poor | 50 | 44.3 |
May 2006 | Poor | Satisfactory | Poor | Poor | 50 | 45.3 |
May 2004 | Poor | Satisfactory | Poor | Poor | 50 | 45.3 |
May 2002 | Poor | Satisfactory | Fair | Poor | 50 | 45.3 |
April 2000 | Good | Good | - | Good | 50 | 69.4 |
December 1998 | Good | Good | - | Good | 50 | 69.4 |
October 1996 | Good | Good | - | Good | 50 | 69.4 |
November 1994 | Fair | Good | Good | Fair | 50 | 67.2 |
July 1992 | Fair | Good | Good | Fair | 50 | 67.2 |
February 1990 | Good | Good | Good | Good | 50 | 71.0 |