DEPOT STREET over M BR PERE MARQUETTE RIV.
Map
Coordinates:
+43.88534, -85.6372443°53'07" N, 85°38'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DEPOT STREET over M BR PERE MARQUETTE RIV. |
Structure number: | 000000000005289 |
Old structure number: | 43301H09051B050 (from 1992 edition) |
Location: | IN CHASE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 27.9 ft. [8.5 m] |
Roadway width between curbs: | 18.4 ft. [5.6 m] |
Deck width edge-to-edge: | 19.7 ft. [6.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 2016 |
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: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 78 [as of 2007] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Very Good | Very Good | Very Good | 78 | 93.0 |
August 2016 | Good | Excellent | Excellent | Excellent | 78 | 93.0 |
January 2016 | Poor | Poor | Poor | Critical | 78 | 21.4 |
September 2014 | Poor | Satisfactory | Fair | Serious | 78 | 38.8 |
June 2013 | Poor | Fair | Fair | Serious | 78 | 23.4 |
May 2011 | Poor | Satisfactory | Satisfactory | Serious | 78 | 24.4 |
June 2009 | Poor | Satisfactory | Satisfactory | Serious | 78 | 24.4 |
May 2007 | Poor | Satisfactory | Satisfactory | Serious | 78 | 24.4 |
June 2005 | Poor | Satisfactory | Satisfactory | Poor | 74 | 26.4 |
June 2003 | Fair | Good | Good | Fair | 70 | 39.0 |
November 2001 | Fair | Good | Good | Fair | 60 | 39.0 |
October 1999 | Fair | Good | Good | Fair | 60 | 39.0 |
June 1997 | Fair | - | - | Good | 60 | 49.0 |
July 1995 | Fair | Good | Good | Fair | 60 | 38.8 |
November 1993 | Fair | Good | Good | Fair | 60 | 38.8 |
November 1991 | Fair | Good | Good | Fair | 60 | 54.7 |