M-134 over ALBANY CREEK
Map
Coordinates:
+45.97010, -84.0761145°58'12" N, 84°04'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-134 over ALBANY CREEK |
Structure number: | 000000000001569 |
Old structure number: | 17117022000B020 (from 1992 edition) |
Location: | 0.4 MI E OF M-48 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 34.8 ft. [10.6 m] |
Total length: | 34.8 ft. [10.6 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Skew angle: | 16° |
Owner: | State Highway Agency [01] |
Year built: | 1947 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 759 [as of 2007] |
Truck traffic: | 9% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 759 | 98.7 |
May 2016 | Good | Good | Good | Good | 759 | 98.7 |
May 2014 | Good | Good | Good | Good | 759 | 88.8 |
May 2012 | Good | Good | Good | Good | 759 | 88.8 |
May 2010 | Good | Good | Good | Good | 759 | 88.8 |
May 2008 | Good | Good | Very Good | Good | 759 | 88.8 |
May 2006 | Good | Good | Very Good | Good | 590 | 89.1 |
May 2004 | Good | Good | Very Good | Good | 660 | 88.9 |
May 2002 | Fair | Satisfactory | Very Good | Good | 660 | 88.9 |
May 2000 | Fair | Satisfactory | Very Good | Good | 660 | 88.9 |
December 1998 | Fair | Satisfactory | Very Good | Good | 660 | 88.9 |
September 1996 | Good | Very Good | Very Good | Good | 660 | 88.9 |
October 1994 | Good | Good | Very Good | Good | 600 | 88.7 |
September 1992 | Good | Good | Very Good | Good | 600 | 88.7 |
October 1990 | Good | Good | Very Good | Good | 600 | 88.7 |