10 MILE RD over S BR PERE MARQUETTE RIV
Map
Coordinates:
+43.69850, -85.9461243°41'55" N, 85°56'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 10 MILE RD over S BR PERE MARQUETTE RIV |
Structure number: | 000000000007753 |
Old structure number: | 62303H00010B020 (from 1992 edition) |
Location: | 3 MI E OF VOLNEY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 16.7 ft. [5.1 m] |
Total length: | 37.7 ft. [11.5 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans 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: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 19.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Poor | Poor | Serious | 50 | 19.0 |
June 2017 | Poor | Poor | Poor | Poor | 50 | 19.0 |
June 2016 | Poor | Poor | Poor | Poor | 50 | 19.0 |
October 2015 | Poor | Fair | Poor | Poor | 50 | 19.0 |
June 2014 | Poor | Fair | Poor | Poor | 50 | 19.0 |
June 2012 | Poor | Fair | Fair | Poor | 50 | 22.3 |
June 2010 | Poor | Fair | Fair | Poor | 50 | 22.3 |
April 2009 | Poor | Fair | Fair | Poor | 50 | 22.3 |
May 2008 | Poor | Fair | Satisfactory | Poor | 50 | 22.3 |
May 2006 | Poor | Fair | Satisfactory | Poor | 50 | 22.3 |
May 2004 | Poor | Fair | Good | Poor | 50 | 33.8 |
May 2002 | Poor | Satisfactory | Very Good | Poor | 50 | 34.8 |
April 2000 | Poor | Serious | Serious | Serious | 50 | 19.0 |
November 1998 | Poor | Serious | Serious | Serious | 50 | 24.3 |
May 1998 | Poor | Critical | - | Critical | 50 | 19.0 |
October 1996 | Poor | Critical | - | Critical | 50 | 19.0 |
October 1994 | Poor | Critical | Critical | Critical | 50 | 19.0 |
August 1992 | Poor | Critical | Critical | Critical | 50 | 19.0 |
February 1990 | Poor | Critical | Critical | Critical | 50 | 24.3 |