CSAH 45 over NECKTIE RIVER
Map
Coordinates:
+47.24799, -94.7278247°14'53" N, 94°43'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 45 over NECKTIE RIVER |
Structure number: | 29506 |
Location: | 0.2 MI S OF JCT CSAH 39 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 18.0 ft. [5.5 m] |
Total length: | 54.1 ft. [16.5 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1967 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
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: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 350 [as of 2008] |
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: | Superior to present desirable criteria [9] |
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: | 97.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 97.9 |
November 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 97.9 |
November 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 97.9 |
November 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 97.9 |
November 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 97.9 |
October 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 330 | 97.9 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 330 | 99.9 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 330 | 99.9 |
October 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 285 | 99.9 |
September 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 285 | 99.9 |
November 2003 | Fair | Satisfactory | Satisfactory | Good | 200 | 100.0 |
September 2002 | Fair | Satisfactory | Satisfactory | Good | 200 | 100.0 |
September 2001 | Fair | Satisfactory | Satisfactory | Good | 200 | 100.0 |
January 2001 | Fair | Satisfactory | Satisfactory | Good | 200 | 99.0 |
November 1999 | Fair | Satisfactory | Satisfactory | Good | 200 | 99.0 |
October 1998 | Fair | Satisfactory | Satisfactory | Good | 200 | 99.0 |
November 1997 | Fair | Satisfactory | Satisfactory | Good | 179 | 98.0 |
November 1996 | Fair | Excellent | Excellent | Satisfactory | 179 | 98.0 |
November 1995 | Good | Good | Good | Good | 75 | 92.0 |
December 1994 | Good | Good | Good | Good | 75 | 92.0 |
October 1993 | Good | Good | Good | Good | 55 | 92.0 |
November 1992 | Good | Very Good | Very Good | Very Good | 55 | 92.0 |
October 1991 | Good | Very Good | Very Good | Very Good | 55 | 92.0 |
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. | 126 | 126 | 0 | 0 | 0 |
Substructure |
Steel Column | each | 4 | 4 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 90 | 85 | 5 | 0 | 0 |
Timber Abutment | linear ft. | 125 | 50 | 75 | 0 | 0 |
Timber Pile | each | 42 | 12 | 24 | 6 | 0 |
Timber Pier Cap | linear ft. | 325 | 185 | 140 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 108 | 108 | 0 | 0 | 0 |
Deck |
Timber Slab | sq. ft. | 2,268 | 2,268 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,164 | 2,121 | 43 | 0 | 0 |