COUNTY RD 612 over MANISTEE RIVER
Map
Coordinates:
+44.77122, -84.8414144°46'16" N, 84°50'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 612 over MANISTEE RIVER |
Structure number: | 000000000002063 |
Old structure number: | 20200007000B010 (from 1992 edition) |
Location: | 5.0 MI SW OF FREDERIC |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Year reconstructed: | 1960 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 250 [as of 1985] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Good | Good | Fair | 250 | 80.9 |
November 2016 | Fair | Good | Good | Fair | 250 | 80.9 |
November 2014 | Fair | Good | Good | Fair | 250 | 80.9 |
November 2012 | Fair | Good | Good | Fair | 250 | 80.9 |
November 2010 | Fair | Good | Good | Fair | 250 | 80.9 |
November 2008 | Fair | Satisfactory | Good | Fair | 250 | 80.9 |
July 2006 | Fair | Satisfactory | Good | Satisfactory | 250 | 91.9 |
January 2004 | Fair | Good | Good | Satisfactory | 250 | 91.9 |
January 2002 | Fair | Good | Good | Satisfactory | 250 | 91.9 |
January 2000 | Fair | Good | Good | Fair | 250 | 80.9 |
September 1997 | Fair | Satisfactory | Good | Fair | 250 | 85.9 |
April 1995 | Fair | Good | Good | Fair | 250 | 82.9 |
May 1993 | Fair | Good | Very Good | Fair | 250 | 82.9 |
November 1989 | Fair | Good | Very Good | Fair | 250 | 82.9 |