MUN 20(1ST ST) over CANNON RIVER
Map
Coordinates:
+44.22194, -93.5695744°13'19" N, 93°34'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MUN 20(1ST ST) over CANNON RIVER |
Structure number: | 40508 |
Location: | 0.1 MI N OF JCT CSAH 14 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 45.3 ft. [13.8 m] |
Total length: | 92.9 ft. [28.3 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 44.9 ft. [13.7 m] |
Skew angle: | 5° |
Owner: | City or Municipal Highway Agency [04] |
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: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 500 [as of 1974] |
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: | Better than present minimum criteria [7] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 500 | 100.0 |
November 2017 | Good | Good | Good | Good | 500 | 100.0 |
November 2016 | Fair | Good | Satisfactory | Good | 500 | 100.0 |
November 2015 | Fair | Satisfactory | Satisfactory | Good | 500 | 100.0 |
November 2014 | Fair | Satisfactory | Satisfactory | Good | 500 | 100.0 |
December 2013 | Fair | Satisfactory | Satisfactory | Good | 500 | 100.0 |
November 2012 | Fair | Satisfactory | Satisfactory | Good | 500 | 100.0 |
November 2011 | Fair | Satisfactory | Satisfactory | Good | 500 | 100.0 |
November 2010 | Fair | Satisfactory | Satisfactory | Good | 500 | 100.0 |
November 2009 | Fair | Satisfactory | Satisfactory | Good | 500 | 98.0 |
November 2008 | Fair | Satisfactory | Satisfactory | Good | 500 | 98.0 |
November 2007 | Fair | Satisfactory | Satisfactory | Good | 500 | 100.0 |
November 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 100.0 |
November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 100.0 |
November 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 100.0 |
October 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 100.0 |
October 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 100.0 |
October 2001 | - | - | - | - | 500 | 100.0 |
November 2000 | - | - | - | - | 500 | 99.0 |
November 1999 | Good | Very Good | Very Good | Very Good | 500 | 99.0 |
October 1998 | Good | Excellent | Excellent | Excellent | 500 | 99.0 |
November 1996 | Good | Excellent | Excellent | Excellent | 500 | 98.0 |
January 1996 | Good | Excellent | Excellent | Excellent | 500 | 98.0 |
December 1994 | Good | Excellent | Excellent | Excellent | 500 | 98.0 |
January 1994 | Good | Excellent | Excellent | Excellent | 500 | 98.0 |
January 1993 | Good | Excellent | Excellent | Excellent | 500 | 98.0 |
February 1992 | Good | Excellent | Excellent | Excellent | 500 | 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 |
Prestressed Concrete Girder/Beam | linear ft. | 3,341 | 3,336 | 4 | 1 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 4,176 | 4,176 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,358 | 3,358 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 113 | 113 | 0 | 0 | 0 |
Steel Pile | each | 11 | 0 | 11 | 0 | 0 |
Steel Protective Coating | sq. ft. | 276 | 0 | 0 | 0 | 276 |
Reinforced Concrete Pier Cap | linear ft. | 46 | 46 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 93 | 93 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 186 | 186 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 184 | 184 | 0 | 0 | 0 |