ISABELLA ROAD over CHIPPEWA RIVER
Map
Coordinates:
+43.63465, -84.7481843°38'05" N, 84°44'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ISABELLA ROAD over CHIPPEWA RIVER |
Structure number: | 000000000004318 |
Old structure number: | 37200062000B030 (from 1992 edition) |
Location: | 0.5 M N SE COR SEC 2 T14N |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 52.8 ft. [16.1 m] |
Total length: | 153.9 ft. [46.9 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,330 [as of 2002] |
Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 87.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Good | Fair | Good | 1330 | 87.3 |
April 2016 | Fair | Good | Fair | Good | 1330 | 87.3 |
April 2014 | Fair | Good | Fair | Good | 1330 | 87.3 |
April 2012 | Fair | Good | Fair | Good | 1330 | 87.3 |
May 2010 | Fair | Satisfactory | Fair | Good | 1330 | 84.3 |
May 2008 | Fair | Satisfactory | Fair | Good | 1330 | 84.2 |
May 2006 | Fair | Good | Fair | Good | 1330 | 84.3 |
June 2004 | Fair | Good | Satisfactory | Good | 1330 | 95.4 |
July 2002 | Fair | Good | Fair | Good | 1330 | 84.3 |
July 2000 | Fair | Good | Satisfactory | Good | 1210 | 95.4 |
July 1998 | Fair | Good | Satisfactory | Good | 1210 | 95.4 |
July 1996 | Fair | Good | Satisfactory | Good | 954 | 92.8 |
July 1994 | Fair | Good | Satisfactory | Good | 954 | 96.6 |
July 1992 | Fair | Good | Satisfactory | Good | 954 | 96.6 |
April 1990 | Good | Good | Very Good | Very Good | 954 | 96.6 |