JORDAN ROAD over NORTH BR CHIPPEWA RIVER
Map
Coordinates:
+43.65457, -84.8687643°39'16" N, 84°52'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | JORDAN ROAD over NORTH BR CHIPPEWA RIVER |
Structure number: | 000000000004363 |
Old structure number: | 37311H00002B020 (from 1992 edition) |
Location: | 30 FT W NE COR SEC 35 T15 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.8 ft. [10.0 m] |
Total length: | 34.8 ft. [10.6 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1971 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
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: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 153 [as of 2002] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 74.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $260,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Satisfactory | Satisfactory | 153 | 74.9 |
May 2016 | Fair | Good | Satisfactory | Satisfactory | 153 | 74.9 |
May 2014 | Fair | Good | Satisfactory | Satisfactory | 153 | 74.9 |
May 2012 | Fair | Good | Satisfactory | Satisfactory | 153 | 74.9 |
May 2010 | Fair | Good | Satisfactory | Satisfactory | 153 | 74.9 |
May 2008 | Fair | Good | Satisfactory | Satisfactory | 153 | 74.9 |
May 2006 | Fair | Good | Satisfactory | Satisfactory | 153 | 74.9 |
April 2004 | Fair | Good | Satisfactory | Satisfactory | 153 | 77.9 |
August 2002 | Fair | Good | Satisfactory | Satisfactory | 153 | 77.9 |
July 2000 | Fair | Good | Satisfactory | Satisfactory | 146 | 78.2 |
July 1998 | Fair | Good | Satisfactory | Satisfactory | 146 | 78.2 |
July 1996 | Fair | Good | Satisfactory | Satisfactory | 120 | 92.2 |
July 1994 | Fair | Good | Satisfactory | Satisfactory | 120 | 95.3 |
July 1992 | Fair | Good | Satisfactory | Satisfactory | 120 | 95.3 |
March 1990 | Fair | Very Good | Very Good | Satisfactory | 120 | 95.3 |