M-48 over I-75
Map
Coordinates:
+46.23054, -84.5609546°13'50" N, 84°33'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-48 over I-75 |
Structure number: | 000000000001577 |
Old structure number: | 17117033000S020 (from 1992 edition) |
Location: | 5.0 MI N OF MACKINAC COL |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 672.9 ft. [205.1 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 12 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,175 [as of 2007] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 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] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 71.0 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Satisfactory | Fair | 1175 | 71.0 |
June 2016 | Fair | Good | Satisfactory | Fair | 1175 | 71.0 |
June 2014 | Fair | Good | Satisfactory | Fair | 1175 | 71.0 |
June 2012 | Fair | Good | Satisfactory | Fair | 1175 | 71.0 |
June 2010 | Fair | Satisfactory | Satisfactory | Fair | 1175 | 71.0 |
June 2008 | Fair | Good | Satisfactory | Satisfactory | 1175 | 79.2 |
June 2006 | Fair | Good | Satisfactory | Satisfactory | 1417 | 79.2 |
June 2004 | Fair | Good | Satisfactory | Satisfactory | 1100 | 79.2 |
June 2002 | Fair | Good | Satisfactory | Satisfactory | 1100 | 79.2 |
July 2000 | Fair | Good | Satisfactory | Good | 1100 | 79.2 |
September 1998 | Fair | Good | Satisfactory | Good | 1100 | 81.7 |
September 1996 | Fair | Good | Satisfactory | Fair | 1100 | 68.2 |
October 1994 | Fair | Good | Satisfactory | Fair | 700 | 72.4 |
September 1992 | Fair | Good | Satisfactory | Fair | 700 | 75.5 |
October 1990 | Fair | Good | Satisfactory | Satisfactory | 700 | 86.5 |