CSAH 13 over W FK LAC QUI PARLE RIVER
Map
Coordinates:
+44.94710, -96.3079144°56'50" N, 96°18'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 13 over W FK LAC QUI PARLE RIVER |
Structure number: | 4986 |
Location: | 0.9 MI N OF JCT TH 212 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 68.6 ft. [20.9 m] |
Total length: | 72.8 ft. [22.2 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 15 [as of 2012] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 40.0 |
Estimated cost of work: | $326,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Poor | Satisfactory | Fair | Poor | 15 | 40.0 |
June 2017 | Poor | Satisfactory | Fair | Poor | 30 | 40.0 |
June 2016 | Poor | Satisfactory | Fair | Poor | 30 | 40.0 |
July 2015 | Poor | Satisfactory | Fair | Poor | 30 | 40.0 |
July 2014 | Poor | Satisfactory | Fair | Poor | 30 | 40.0 |
July 2013 | Poor | Satisfactory | Fair | Poor | 30 | 40.0 |
October 2012 | Poor | Satisfactory | Fair | Poor | 30 | 40.0 |
September 2011 | Poor | Satisfactory | Fair | Poor | 30 | 40.0 |
August 2010 | Poor | Satisfactory | Fair | Poor | 30 | 40.0 |
October 2009 | Poor | Satisfactory | Fair | Poor | 30 | 40.0 |
October 2008 | Poor | Satisfactory | Fair | Poor | 30 | 40.0 |
October 2007 | Poor | Satisfactory | Fair | Poor | 30 | 51.2 |
October 2006 | Poor | Satisfactory | Fair | Poor | 30 | 51.2 |
December 2005 | Poor | Satisfactory | Fair | Poor | 30 | 51.2 |
October 2004 | Poor | Satisfactory | Fair | Poor | 30 | 51.2 |
January 2004 | Fair | Satisfactory | Fair | Fair | 45 | 67.2 |
January 2003 | Fair | Good | Satisfactory | Satisfactory | 45 | 77.2 |
February 2002 | Fair | Good | Satisfactory | Satisfactory | 45 | 94.0 |
October 2000 | Fair | Good | Satisfactory | Satisfactory | 45 | 74.9 |
November 1999 | Fair | Good | Satisfactory | Satisfactory | 45 | 74.9 |
December 1998 | Fair | Good | Satisfactory | Satisfactory | 45 | 74.9 |
October 1996 | Fair | Good | Satisfactory | Satisfactory | 45 | 72.2 |
October 1995 | Fair | Good | Satisfactory | Satisfactory | 30 | 79.8 |
September 1994 | Fair | Good | Satisfactory | Satisfactory | 30 | 79.8 |
October 1993 | Fair | Good | Satisfactory | Satisfactory | 30 | 79.8 |
November 1992 | Fair | Good | Satisfactory | Satisfactory | 40 | 79.8 |
November 1991 | Fair | Good | Satisfactory | Satisfactory | 40 | 74.8 |
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 |
Steel Stringer | linear ft. | 710 | 0 | 710 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,894 | 0 | 0 | 0 | 1,894 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,747 | 1,712 | 0 | 35 | 0 |
Wearing Surfaces | sq. ft. | 1,660 | 632 | 996 | 32 | 0 |
Superstructure |
Steel Truss | linear ft. | 142 | 0 | 139 | 3 | 0 |
Steel Protective Coating | sq. ft. | 2,552 | 0 | 0 | 0 | 2,552 |
Steel Floor Beam | linear ft. | 144 | 0 | 144 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,386 | 0 | 0 | 0 | 1,386 |
Steel Gusset Plate | each | 22 | 0 | 22 | 0 | 0 |
Steel Protective Coating | sq. ft. | 616 | 0 | 0 | 0 | 616 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 107 | 0 | 0 | 107 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 46 | 0 | 46 | 0 | 0 |
Bearings |
Movable Bearing | each | 2 | 0 | 0 | 0 | 2 |
Fixed Bearing | each | 2 | 0 | 0 | 0 | 2 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 142 | 0 | 142 | 0 | 0 |
Steel Protective Coating | sq. ft. | 184 | 0 | 0 | 0 | 184 |