M-37 over LITTLE MANISTEE RIVER
Map
Coordinates:
+44.05791, -85.8429544°03'28" N, 85°50'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-37 over LITTLE MANISTEE RIVER |
Structure number: | 000000000005272 |
Old structure number: | 43143012000B010 (from 1992 edition) |
Location: | 7.5 MI S OF S WEXFORD COL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 37.4 ft. [11.4 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Year reconstructed: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span 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: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,500 [as of 2009] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Very Good | Very Good | Very Good | 2500 | 99.8 |
May 2016 | Good | Very Good | Very Good | Very Good | 2500 | 99.8 |
May 2014 | Good | Very Good | Very Good | Very Good | 2500 | 99.8 |
June 2012 | Good | Very Good | Very Good | Very Good | 2500 | 99.8 |
December 2010 | Good | Very Good | Very Good | Very Good | 2500 | 99.8 |
December 2009 | Good | Excellent | Excellent | Excellent | 2500 | 97.0 |
June 2008 | Fair | Fair | Good | Good | 1772 | 96.0 |
June 2006 | Poor | Poor | Good | Good | 1761 | 94.0 |
June 2004 | Fair | Satisfactory | Good | Good | 1600 | 97.0 |
July 2002 | Fair | Satisfactory | Good | Good | 1600 | 97.0 |
October 2000 | Fair | Satisfactory | Good | Good | 1600 | 97.0 |
October 1998 | Fair | Satisfactory | Good | - | 1600 | 40.5 |
October 1996 | Good | Very Good | Good | Good | 1600 | 97.0 |
October 1994 | Fair | Satisfactory | Good | Good | 1900 | 96.7 |
June 1992 | Fair | Satisfactory | Very Good | Good | 1900 | 99.9 |
May 1990 | Fair | Satisfactory | Very Good | Good | 1900 | 99.9 |