CHIPPEWA ROAD over ONION CREEK
Map
Coordinates:
+43.57214, -84.6278443°34'20" N, 84°37'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CHIPPEWA ROAD over ONION CREEK |
Structure number: | 000000000004322 |
Old structure number: | 37302H00003B080 (from 1992 edition) |
Location: | SEC 25-26 CHIPPEWA TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Wood or timber [7] |
Main span design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 185 [as of 2002] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 93.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Good | Satisfactory | 185 | 93.9 |
May 2016 | Fair | Good | Good | Satisfactory | 185 | 93.9 |
May 2014 | Fair | Good | Good | Satisfactory | 185 | 93.9 |
May 2012 | Fair | Good | Good | Satisfactory | 185 | 93.9 |
June 2010 | Fair | Good | Good | Satisfactory | 185 | 93.9 |
June 2008 | Fair | Good | Good | Satisfactory | 185 | 96.4 |
July 2006 | Fair | Good | Good | Satisfactory | 185 | 96.4 |
June 2004 | Fair | Good | Good | Satisfactory | 185 | 96.4 |
July 2002 | Fair | Good | Good | Satisfactory | 185 | 96.2 |
July 2000 | Fair | Good | Good | Satisfactory | 176 | 96.2 |
July 1998 | Fair | Good | Good | Satisfactory | 176 | 92.8 |
July 1996 | Fair | Good | Good | Satisfactory | 150 | 96.9 |
July 1994 | Fair | Good | Good | Satisfactory | 150 | 96.9 |
May 1992 | Fair | Good | Good | Satisfactory | 150 | 96.9 |
March 1990 | Fair | Very Good | Very Good | Fair | 150 | 85.9 |