M-63 over HIGMAN PARK ROAD
Map
Coordinates:
+42.12651, -86.4647642°07'35" N, 86°27'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-63 over HIGMAN PARK ROAD |
Structure number: | 000000000000885 |
Old structure number: | 11111053000S030 (from 1992 edition) |
Location: | 1.0 MI N OF BENTON HARBOR |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 63.0 ft. [19.2 m] |
Total length: | 157.2 ft. [47.9 m] |
Roadway width between curbs: | 69.2 ft. [21.1 m] |
Deck width edge-to-edge: | 71.5 ft. [21.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Year reconstructed: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,650 [as of 2008] |
Truck traffic: | 8% of total traffic |
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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 85.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Fair | Good | 8650 | 85.2 |
June 2016 | Fair | Good | Fair | Good | 8650 | 85.2 |
June 2014 | Fair | Good | Fair | Good | 7794 | 85.5 |
June 2012 | Fair | Good | Fair | Good | 7794 | 85.5 |
June 2010 | Fair | Good | Fair | Good | 7794 | 85.5 |
November 2008 | Fair | Very Good | Satisfactory | Good | 7794 | 96.8 |
June 2006 | Poor | Poor | Serious | Fair | 6628 | 46.6 |
June 2004 | Poor | Serious | Fair | Fair | 8700 | 78.9 |
June 2002 | Poor | Poor | Fair | Fair | 8700 | 81.0 |
June 2000 | Poor | Poor | Fair | Satisfactory | 8700 | 81.0 |
June 1998 | Poor | Poor | Good | Satisfactory | 8700 | 92.4 |
June 1996 | Fair | Good | Very Good | Satisfactory | 8700 | 95.5 |
July 1994 | Fair | Good | Very Good | Satisfactory | 7800 | 95.6 |
May 1992 | Fair | Good | Very Good | Satisfactory | 7800 | 95.6 |
May 1990 | Fair | Satisfactory | Very Good | Good | 7800 | 95.6 |