COUNTY RD 612 over N BR AU SABLE RIVER
Map
Coordinates:
+44.80414, -84.4816544°48'15" N, 84°28'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 612 over N BR AU SABLE RIVER |
Structure number: | 000000000002065 |
Old structure number: | 20200007000B030 (from 1992 edition) |
Location: | IN LOVELLS |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 45.9 ft. [14.0 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: | 1961 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
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: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 409 [as of 1985] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 58.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Poor | Satisfactory | Satisfactory | Poor | 409 | 58.4 |
November 2017 | Poor | Satisfactory | Satisfactory | Poor | 409 | 58.4 |
November 2016 | Poor | Satisfactory | Satisfactory | Poor | 409 | 58.4 |
November 2014 | Poor | Satisfactory | Satisfactory | Poor | 409 | 58.4 |
November 2012 | Poor | Satisfactory | Satisfactory | Poor | 409 | 62.7 |
November 2010 | Poor | Satisfactory | Satisfactory | Poor | 409 | 63.7 |
November 2008 | Poor | Good | Satisfactory | Poor | 409 | 63.7 |
August 2006 | Poor | Good | Good | Poor | 409 | 63.7 |
January 2004 | Fair | Good | Good | Fair | 409 | 79.8 |
January 2002 | Fair | Good | Good | Fair | 409 | 79.8 |
January 2000 | Fair | Good | Good | Fair | 409 | 79.7 |
October 1998 | Fair | Good | Very Good | Fair | 409 | 84.8 |
April 1995 | Fair | Good | Very Good | Satisfactory | 409 | 90.5 |
May 1993 | Good | Very Good | Very Good | Good | 409 | 90.5 |
January 1990 | Good | Very Good | Very Good | Good | 409 | 90.5 |