WOODLAND ROAD over AU TRAIN RIVER
Map
Coordinates:
+46.43311, -86.8242946°25'59" N, 86°49'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WOODLAND ROAD over AU TRAIN RIVER |
Structure number: | 000000000000068 |
Old structure number: | 02301E00010B010 (from 1992 edition) |
Location: | 0.75 MI E OF AU TRAIN |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 61.0 ft. [18.6 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 17.7 ft. [5.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1910 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Superstructure condition: | Critical [2 out of 9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 23.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $335,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Poor | - | Critical | - | - | 23.5 |
September 2015 | Poor | - | Critical | - | - | 23.5 |
September 2013 | Poor | - | Critical | - | - | 23.5 |
September 2011 | Poor | - | Critical | - | - | 23.5 |
September 2009 | Poor | - | Critical | - | - | 23.5 |
September 2007 | Poor | - | Critical | - | - | 23.5 |
September 2005 | Poor | - | Critical | - | - | 23.5 |
October 2003 | Poor | - | Critical | - | - | 23.5 |
October 2001 | Poor | - | Critical | - | - | 23.5 |
October 1999 | Poor | - | Critical | - | - | 23.5 |
July 1997 | Poor | Imminent Failure | Critical | Imminent Failure | - | 28.5 |
September 1995 | Poor | - | Critical | - | 40 | 23.4 |
July 1993 | Poor | - | Critical | - | 40 | 23.4 |
June 1991 | Poor | Serious | Critical | - | 40 | 23.4 |