CSAH 11 over CHAN BTWN LAKES
Map
Coordinates:
+45.93243, -95.3809845°55'57" N, 95°22'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 11 over CHAN BTWN LAKES |
Structure number: | 21504 |
Location: | 0.1 MI E OF JCT CSAH 34 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 58.4 ft. [17.8 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 52.8 ft. [16.1 m] |
Skew angle: | 6° |
Owner: | County Highway Agency [02] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,667 [as of 2008] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 97.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Very Good | Very Good | Good | 3667 | 97.2 |
October 2015 | Good | Very Good | Very Good | Good | 3667 | 97.2 |
November 2013 | Good | Very Good | Very Good | Good | 3667 | 97.2 |
October 2011 | Good | Very Good | Very Good | Good | 3667 | 96.9 |
November 2009 | Good | Very Good | Very Good | Good | 3667 | 96.9 |
November 2007 | Good | Very Good | Very Good | Good | 3850 | 96.8 |
November 2005 | Good | Very Good | Very Good | Very Good | 3850 | 96.8 |
December 2003 | Good | Very Good | Very Good | Very Good | 3850 | 96.8 |
November 2001 | Good | Very Good | Very Good | Very Good | 3000 | 97.2 |
October 1999 | Good | Very Good | Very Good | Very Good | 3000 | 95.1 |
October 1997 | Good | Very Good | Very Good | Very Good | 3350 | 93.0 |
February 1996 | Good | Very Good | Very Good | Very Good | 3350 | 93.0 |
December 1994 | Good | Very Good | Very Good | Very Good | 2650 | 93.3 |
February 1994 | Good | Very Good | Very Good | Very Good | 2650 | 95.6 |
October 1992 | Good | Very Good | Very Good | Very Good | 2650 | 95.6 |
January 1992 | Good | Excellent | Excellent | Excellent | 2650 | 95.6 |
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 |
Steel Girder/Beam | linear ft. | 351 | 351 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,390 | 3,051 | 339 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,083 | 3,083 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,573 | 2,573 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 163 | 163 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 6 | 6 | 0 | 0 | 0 |
Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 177 | 0 | 177 | 0 | 0 |
Steel Protective Coating | sq. ft. | 519 | 519 | 0 | 0 | 0 |