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CSAH 13 over W FK LAC QUI PARLE RIVER

Map

Coordinates:
+44.94710, -96.30791
44°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorSatisfactoryFairPoor1540.0
June 2017PoorSatisfactoryFairPoor3040.0
June 2016PoorSatisfactoryFairPoor3040.0
July 2015PoorSatisfactoryFairPoor3040.0
July 2014PoorSatisfactoryFairPoor3040.0
July 2013PoorSatisfactoryFairPoor3040.0
October 2012PoorSatisfactoryFairPoor3040.0
September 2011PoorSatisfactoryFairPoor3040.0
August 2010PoorSatisfactoryFairPoor3040.0
October 2009PoorSatisfactoryFairPoor3040.0
October 2008PoorSatisfactoryFairPoor3040.0
October 2007PoorSatisfactoryFairPoor3051.2
October 2006PoorSatisfactoryFairPoor3051.2
December 2005PoorSatisfactoryFairPoor3051.2
October 2004PoorSatisfactoryFairPoor3051.2
January 2004FairSatisfactoryFairFair4567.2
January 2003FairGoodSatisfactorySatisfactory4577.2
February 2002FairGoodSatisfactorySatisfactory4594.0
October 2000FairGoodSatisfactorySatisfactory4574.9
November 1999FairGoodSatisfactorySatisfactory4574.9
December 1998FairGoodSatisfactorySatisfactory4574.9
October 1996FairGoodSatisfactorySatisfactory4572.2
October 1995FairGoodSatisfactorySatisfactory3079.8
September 1994FairGoodSatisfactorySatisfactory3079.8
October 1993FairGoodSatisfactorySatisfactory3079.8
November 1992FairGoodSatisfactorySatisfactory4079.8
November 1991FairGoodSatisfactorySatisfactory4074.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.710071000
Steel Protective Coatingsq. ft.1,8940001,894
Deck
Reinforced Concrete Decksq. ft.1,7471,7120350
Wearing Surfacessq. ft.1,660632996320
Superstructure
Steel Trusslinear ft.142013930
Steel Protective Coatingsq. ft.2,5520002,552
Steel Floor Beamlinear ft.144014400
Steel Protective Coatingsq. ft.1,3860001,386
Steel Gusset Plateeach2202200
Steel Protective Coatingsq. ft.616000616
Substructure
Reinforced Concrete Abutmentlinear ft.107001070
Joints
Assembly without Seal Jointlinear ft.4604600
Bearings
Movable Bearingeach20002
Fixed Bearingeach20002
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.142014200
Steel Protective Coatingsq. ft.184000184