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MSAS 111 over RED LAKE RIVER

Map

Coordinates:
+48.11672, -96.17778
48°07'00" N, 96°10'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MSAS 111 over RED LAKE RIVER
Structure number:6613
Location:0.2 MI E OF JCT TH 32
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:100.1 ft. [30.5 m]
Total length:306.1 ft. [93.3 m]
Roadway width between curbs:53.5 ft. [16.3 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
Year reconstructed:1985
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,200 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:87.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodVery GoodSatisfactory520087.1
October 2017FairGoodVery GoodSatisfactory1598485.9
October 2016FairGoodVery GoodSatisfactory1598485.9
November 2015FairGoodVery GoodSatisfactory1598485.9
October 2014FairGoodVery GoodSatisfactory1598485.9
November 2013FairGoodVery GoodSatisfactory1598492.5
October 2012FairGoodVery GoodSatisfactory1598492.5
November 2011FairGoodVery GoodSatisfactory1598492.5
October 2010FairGoodVery GoodSatisfactory1598492.5
October 2009FairGoodVery GoodSatisfactory1598492.5
September 2008FairGoodVery GoodSatisfactory1560092.6
November 2007FairGoodVery GoodSatisfactory1560092.6
October 2006FairGoodVery GoodSatisfactory1560092.6
September 2005FairGoodVery GoodSatisfactory1560092.6
December 2004FairGoodVery GoodSatisfactory1560092.6
December 2003FairGoodVery GoodSatisfactory1310092.8
November 2001FairGoodVery GoodSatisfactory1310095.7
November 2000----1310092.6
November 1999GoodGoodVery GoodVery Good1310092.6
November 1997GoodGoodVery GoodVery Good1310084.1
January 1997GoodGoodVery GoodVery Good1310084.1
February 1996GoodGoodVery GoodVery Good1310091.0
October 1994GoodGoodVery GoodVery Good1750090.7
February 1994GoodVery GoodVery GoodVery Good1750090.7
January 1993GoodVery GoodVery GoodVery Good1750091.7
January 1991GoodVery GoodVery GoodVery Good865592.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,4482,448000
Steel Protective Coatingsq. ft.32,52016,26016,26000
Deck
Reinforced Concrete Decksq. ft.19,06419,0442000
Wearing Surfacessq. ft.16,34015,86847200
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1931573510
Reinforced Concrete Pile Cap/Footinglinear ft.1301102000
Reinforced Concrete Pier Caplinear ft.249248010
Joints
Strip Seal Jointlinear ft.1861560300
Bearings
Movable Bearingeach3302580
Fixed Bearingeach1101100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3062610450
Steel Protective Coatingsq. ft.80006651350
Reinforced Concrete Bridge Raillinear ft.612061200