MILL ST (OLD US-27 over I-75
Map
Coordinates:
+45.14922, -84.6696245°08'57" N, 84°40'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MILL ST (OLD US-27 over I-75 |
Structure number: | 000000000008683 |
Old structure number: | 69169014000S050 (from 1992 edition) |
Location: | NW LTS OF VANDERBILT |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 81.0 ft. [24.7 m] |
Total length: | 325.8 ft. [99.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 34.8 ft. [10.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 27° |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 850 [as of 1978] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 85.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Good | Good | 850 | 85.5 |
September 2014 | Good | Good | Very Good | Good | 850 | 85.5 |
October 2012 | Good | Good | Very Good | Good | 850 | 85.5 |
February 2012 | Good | Good | Very Good | Good | 850 | 85.5 |
February 2010 | Good | Good | Very Good | Good | 850 | 85.5 |
February 2008 | Good | Good | Very Good | Good | 850 | 85.5 |
February 2006 | Fair | Satisfactory | Very Good | Good | 850 | 85.5 |
February 2004 | Poor | Satisfactory | Very Good | Poor | 850 | 59.5 |
February 2002 | Poor | Satisfactory | Very Good | Poor | 850 | 59.5 |
September 2000 | Poor | Satisfactory | Very Good | Poor | 850 | 58.5 |
September 1998 | Fair | Good | Very Good | Satisfactory | 850 | 90.5 |
September 1996 | Fair | Satisfactory | Very Good | Satisfactory | 850 | 85.5 |
July 1994 | Fair | Satisfactory | Very Good | Satisfactory | 850 | 85.5 |
June 1992 | Fair | Good | Very Good | Satisfactory | 850 | 85.5 |
May 1990 | Fair | Satisfactory | Very Good | Satisfactory | 850 | 85.5 |