M-123 over TAHQUAMENON RIVER
Map
Coordinates:
+46.37229, -85.5097846°22'20" N, 85°30'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-123 over TAHQUAMENON RIVER |
Structure number: | 000000000005897 |
Old structure number: | 48148032000B010 (from 1992 edition) |
Location: | 1.3 MI N OF NEWBERRY |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 98.1 ft. [29.9 m] |
Total length: | 159.8 ft. [48.7 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
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: | Latex Concrete or similar additive [3] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,162 [as of 2007] |
Truck traffic: | 23% of total traffic |
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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 96.4 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $84,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 1162 | 96.4 |
June 2016 | Good | Good | Good | Good | 1162 | 96.4 |
June 2014 | Fair | Good | Good | Satisfactory | 1162 | 96.4 |
June 2012 | Fair | Good | Good | Satisfactory | 1162 | 96.4 |
June 2010 | Fair | Good | Good | Satisfactory | 1162 | 96.4 |
June 2008 | Fair | Very Good | Good | Satisfactory | 1162 | 96.4 |
October 2006 | Fair | Very Good | Good | Satisfactory | 1201 | 96.3 |
June 2004 | Fair | Very Good | Satisfactory | Satisfactory | 1900 | 94.2 |
July 2002 | Fair | Very Good | Satisfactory | Satisfactory | 1900 | 94.2 |
July 2000 | Fair | Good | Satisfactory | Satisfactory | 1900 | 94.2 |
October 1998 | Poor | Good | Poor | Satisfactory | 1900 | 64.5 |
August 1996 | Fair | Very Good | Fair | Satisfactory | 1900 | 82.3 |
September 1994 | Fair | Good | Fair | Good | 1500 | 70.6 |
October 1992 | Good | Good | Good | Good | 1500 | 82.5 |
October 1990 | Fair | Very Good | Satisfactory | Good | 1500 | 82.5 |