PARMATER RD over I-75
Map
Coordinates:
+45.07082, -84.6889545°04'15" N, 84°41'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PARMATER RD over I-75 |
Structure number: | 000000000008679 |
Old structure number: | 69169014000S010 (from 1992 edition) |
Location: | 3.0 MI N OF M-32 |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 58.7 ft. [17.9 m] |
Total length: | 292.0 ft. [89.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 8° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: | 6 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 1988] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 77.5 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $66,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Good | Satisfactory | Satisfactory | 200 | 77.5 |
September 2014 | Fair | Good | Satisfactory | Satisfactory | 200 | 77.5 |
October 2012 | Fair | Good | Satisfactory | Satisfactory | 200 | 77.5 |
March 2011 | Fair | Good | Satisfactory | Satisfactory | 200 | 77.5 |
March 2009 | Fair | Good | Satisfactory | Satisfactory | 200 | 77.5 |
March 2007 | Fair | Good | Satisfactory | Satisfactory | 200 | 77.5 |
March 2005 | Fair | Good | Satisfactory | Satisfactory | 200 | 77.5 |
December 2003 | Fair | Good | Satisfactory | Satisfactory | 200 | 77.5 |
December 2001 | Fair | Good | Satisfactory | Satisfactory | 200 | 75.5 |
September 2000 | Fair | Good | Satisfactory | Satisfactory | 200 | 75.5 |
September 1998 | Fair | Good | Satisfactory | Good | 200 | 80.5 |
September 1996 | Fair | Good | Satisfactory | Good | 200 | 77.5 |
July 1994 | Good | Good | Good | Good | 150 | 77.7 |
June 1992 | Good | Good | Good | Good | 150 | 86.3 |
May 1990 | Good | Good | Good | Very Good | 150 | 86.3 |