TWP 166 over LE SUEUR RIVER
Map
Coordinates:
+44.03163, -93.6272044°01'54" N, 93°37'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TWP 166 over LE SUEUR RIVER |
Structure number: | 81526 |
Location: | 0.6 MI N OF JCT CSAH 9 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 86.0 ft. [26.2 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1996 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
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: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16 [as of 1969] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 16 | 98.0 |
November 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 16 | 98.0 |
November 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 16 | 98.0 |
September 2011 | Fair | Satisfactory | Good | Good | 16 | 98.0 |
January 2010 | Good | Good | Good | Very Good | 16 | 98.0 |
September 2007 | Good | Good | Good | Very Good | 16 | 100.0 |
September 2005 | Good | Good | Good | Very Good | 16 | 100.0 |
October 2003 | Good | Good | Very Good | Very Good | 16 | 100.0 |
December 2002 | Good | Good | Very Good | Very Good | 16 | 100.0 |
October 2001 | Good | Very Good | Very Good | Very Good | 16 | 100.0 |
October 2000 | Good | Very Good | Excellent | Excellent | 16 | 99.0 |
January 2000 | Good | Excellent | Excellent | Excellent | 16 | 99.0 |
March 1998 | Good | Excellent | Excellent | Excellent | 16 | 99.0 |
January 1997 | Good | Excellent | Excellent | Excellent | 16 | 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. | 90 | 90 | 0 | 0 | 0 |
Substructure |
Timber Abutment | linear ft. | 94 | 94 | 0 | 0 | 0 |
Steel Pile | each | 10 | 10 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 293 | 293 | 0 | 0 | 0 |
Timber Pier Cap | linear ft. | 66 | 66 | 0 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 171 | 171 | 0 | 0 | 0 |
Deck |
Timber Slab | sq. ft. | 2,580 | 2,580 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,960 | 2,940 | 0 | 20 | 0 |