CSAH 9 over NECKTIE RIVER (SD #82)
Map
Coordinates:
+47.36240, -94.7341447°21'45" N, 94°44'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 9 over NECKTIE RIVER (SD #82) |
Structure number: | 29511 |
Location: | 1.1 MI E OF JCT CSAH 45 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 18.0 ft. [5.5 m] |
Total length: | 54.1 ft. [16.5 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1982 |
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: | 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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 500 [as of 2008] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 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: | 96.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 500 | 96.8 |
November 2015 | Good | Good | Good | Good | 500 | 96.8 |
November 2013 | Good | Good | Good | Good | 500 | 96.8 |
November 2011 | Good | Good | Good | Good | 500 | 96.8 |
November 2009 | Good | Good | Good | Good | 500 | 96.8 |
November 2008 | Good | Good | Good | Good | 450 | 96.8 |
October 2007 | Good | Good | Good | Good | 450 | 99.8 |
October 2006 | Good | Good | Good | Good | 450 | 99.8 |
October 2005 | Good | Good | Good | Good | 355 | 99.8 |
September 2004 | Good | Good | Good | Good | 355 | 99.8 |
November 2003 | Good | Very Good | Good | Good | 680 | 99.7 |
October 2002 | Good | Very Good | Very Good | Very Good | 680 | 99.7 |
September 2001 | Good | Very Good | Very Good | Very Good | 680 | 99.7 |
January 2001 | Good | Very Good | Very Good | Very Good | 680 | 98.7 |
November 1999 | Good | Very Good | Very Good | Very Good | 680 | 98.7 |
October 1998 | Good | Very Good | Very Good | Very Good | 680 | 98.7 |
November 1997 | Good | Very Good | Very Good | Very Good | 490 | 97.8 |
November 1996 | Good | Very Good | Very Good | Very Good | 490 | 97.8 |
November 1995 | Good | Very Good | Very Good | Very Good | 490 | 97.8 |
December 1994 | Good | Very Good | Very Good | Very Good | 490 | 97.8 |
October 1993 | Good | Very Good | Very Good | Very Good | 380 | 97.8 |
November 1992 | Good | Excellent | Excellent | Excellent | 380 | 97.8 |
October 1991 | Good | Excellent | Excellent | Excellent | 380 | 97.8 |
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. | 102 | 102 | 0 | 0 | 0 |
Substructure |
Timber Abutment | linear ft. | 109 | 0 | 109 | 0 | 0 |
Steel Pile | each | 10 | 0 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 116 | 58 | 58 | 0 | 0 |
Timber Pile | each | 16 | 0 | 14 | 1 | 1 |
Timber Pier Cap | linear ft. | 144 | 0 | 144 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 108 | 0 | 108 | 0 | 0 |
Deck |
Timber Slab | sq. ft. | 1,836 | 1,836 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,733 | 1,698 | 35 | 0 | 0 |