TWP 676 over BUFFALO RIVER
Map
Coordinates:
+46.94851, -96.0908446°56'55" N, 96°05'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TWP 676 over BUFFALO RIVER |
Structure number: | 03504 |
Location: | 1.0 MI N OF JCT CSAH 12 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 64.0 ft. [19.5 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Wood or timber [7] |
Main spans design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 12 [as of 1969] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Good | Satisfactory | 12 | 97.0 |
September 2016 | Good | Good | Good | Good | 12 | 97.0 |
September 2014 | Good | Good | Good | Good | 12 | 97.0 |
September 2013 | Good | Good | Good | Good | 12 | 97.0 |
December 2012 | Good | Good | Good | Good | 12 | 97.0 |
November 2010 | Good | Good | Good | Good | 12 | 97.0 |
August 2008 | Good | Good | Good | Good | 12 | 97.0 |
October 2006 | Good | Good | Good | Good | 12 | 100.0 |
October 2005 | Good | Good | Good | Good | 12 | 100.0 |
October 2004 | Good | Good | Good | Good | 12 | 100.0 |
October 2003 | Good | Good | Good | Good | 12 | 100.0 |
November 2002 | Good | Good | Good | Good | 12 | 100.0 |
October 2001 | Good | Good | Good | Good | 12 | 100.0 |
January 2001 | Good | Good | Good | Good | 12 | 99.0 |
November 1999 | Good | Good | Good | Good | 12 | 99.0 |
October 1998 | Good | Good | Good | Good | 12 | 99.0 |
October 1997 | Good | Good | Good | Good | 12 | 98.0 |
November 1996 | Good | Good | Good | Good | 12 | 98.0 |
January 1996 | Good | Very Good | Very Good | Very Good | 12 | 98.0 |
February 1995 | Good | Very Good | Very Good | Very Good | 12 | 98.0 |
December 1993 | Good | Very Good | Very Good | Very Good | 12 | 98.0 |
December 1992 | Good | Very Good | Very Good | Very Good | 12 | 98.0 |
April 1992 | Good | Very Good | Very Good | Very Good | 12 | 98.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Timber Floor Beam | linear ft. | 56 | 0 | 56 | 0 | 0 |
Substructure |
Timber Abutment | linear ft. | 100 | 0 | 100 | 0 | 0 |
Steel Pile | each | 5 | 0 | 5 | 0 | 0 |
Steel Protective Coating | sq. ft. | 171 | 0 | 0 | 0 | 171 |
Timber Pile | each | 16 | 0 | 16 | 0 | 0 |
Timber Pier Cap | linear ft. | 99 | 0 | 99 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 128 | 0 | 128 | 0 | 0 |
Deck |
Timber Slab | sq. ft. | 1,792 | 1,700 | 92 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,668 | 1,635 | 0 | 33 | 0 |