MERIDIAN ROAD over NORTH BR CHIPPEWA RIVER
Map
Coordinates:
+43.73907, -84.8485943°44'21" N, 84°50'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MERIDIAN ROAD over NORTH BR CHIPPEWA RIVER |
Structure number: | 000000000004377 |
Old structure number: | 37315H00021B020 (from 1992 edition) |
Location: | SEC 31 W VERNON TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1937 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Other [9] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 246 [as of 2002] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 minimum criteria [6] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 67.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $150,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Fair | Fair | Good | 246 | 67.6 |
July 2016 | Fair | Fair | Fair | Good | 246 | 67.6 |
July 2014 | Fair | Fair | Fair | Good | 246 | 67.6 |
July 2012 | Fair | Fair | Fair | Good | 246 | 67.6 |
July 2010 | Fair | Fair | Fair | Good | 246 | 67.6 |
July 2008 | Fair | Fair | Fair | Good | 246 | 67.6 |
July 2006 | Fair | Fair | Fair | Good | 246 | 67.6 |
July 2004 | Fair | Fair | Fair | Good | 246 | 70.6 |
August 2002 | Fair | Satisfactory | Fair | Good | 246 | 71.6 |
July 2000 | Fair | Satisfactory | Fair | Good | 234 | 68.6 |
July 1998 | Fair | Satisfactory | Fair | Good | 234 | 69.6 |
July 1996 | Fair | Satisfactory | Fair | Good | 200 | 67.6 |
July 1994 | Fair | Satisfactory | Satisfactory | Good | 200 | 73.7 |
June 1992 | Fair | Satisfactory | Satisfactory | Good | 200 | 64.1 |
March 1990 | Good | Good | Good | Very Good | 200 | 64.1 |