N DOWN RIVER RD over I-75
Map
Coordinates:
+44.67094, -84.6958744°40'15" N, 84°41'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N DOWN RIVER RD over I-75 |
Structure number: | 000000000002042 |
Old structure number: | 20120015000S010 (from 1992 edition) |
Location: | 1.0 MI N OF M-72 |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 56.8 ft. [17.3 m] |
Total length: | 266.1 ft. [81.1 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: | 6 |
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: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 780 [as of 1974] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 85.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Very Good | Good | 780 | 85.3 |
March 2016 | Fair | Satisfactory | Very Good | Good | 780 | 85.3 |
April 2014 | Fair | Satisfactory | Very Good | Good | 780 | 85.3 |
April 2012 | Fair | Satisfactory | Very Good | Good | 780 | 85.3 |
April 2010 | Fair | Satisfactory | Very Good | Good | 780 | 85.3 |
March 2008 | Fair | Satisfactory | Very Good | Good | 780 | 86.3 |
March 2006 | Fair | Satisfactory | Very Good | Good | 780 | 86.3 |
February 2004 | Fair | Satisfactory | Very Good | Good | 780 | 86.3 |
December 2002 | Fair | Satisfactory | Very Good | Good | 780 | 86.3 |
December 2000 | Fair | Satisfactory | Very Good | Good | 780 | 85.3 |
August 1999 | Fair | Satisfactory | Very Good | Good | 780 | 87.3 |
August 1997 | Fair | Satisfactory | Very Good | Good | 780 | 82.2 |
July 1995 | Fair | Satisfactory | Very Good | Good | 780 | 82.5 |
June 1993 | Fair | Satisfactory | Very Good | Satisfactory | 780 | 82.5 |
April 1991 | Poor | Satisfactory | Poor | Satisfactory | 780 | 55.2 |