M-68 over LITTLE OCQUEOC RIVER
Map
Coordinates:
+45.39614, -84.0220245°23'46" N, 84°01'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-68 over LITTLE OCQUEOC RIVER |
Structure number: | 000000000008954 |
Old structure number: | 71171021000B050 (from 1992 edition) |
Location: | 9.6 MI W OF US-23 |
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: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,564 [as of 2007] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Very Good | Good | 1564 | 91.9 |
June 2016 | Good | Good | Very Good | Good | 1564 | 91.9 |
June 2014 | Good | Good | Very Good | Good | 1564 | 91.9 |
August 2012 | Good | Good | Very Good | Good | 1564 | 91.9 |
August 2011 | Good | Good | Very Good | Good | 1564 | 91.9 |
August 2009 | Good | Good | Very Good | Good | 1564 | 91.9 |
August 2007 | Good | Good | Very Good | Good | 2058 | 89.9 |
August 2005 | Good | Good | Very Good | Good | 2058 | 89.9 |
August 2003 | Good | Good | Very Good | Good | 1600 | 91.8 |
October 2001 | Good | Good | Very Good | Good | 1600 | 91.8 |
November 1999 | Good | Good | Very Good | Good | 1600 | 97.0 |
October 1997 | Good | Good | Very Good | Good | 1600 | 89.8 |
September 1995 | Fair | Satisfactory | Very Good | Good | 1100 | 90.8 |
July 1993 | Fair | Satisfactory | Very Good | Good | 1100 | 90.8 |
April 1991 | Fair | Fair | Very Good | Good | 1100 | 89.8 |