+48.90594, -95.83225
48°54'21" N, 95°49'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TWP 502 over ROSEAU RIVER
Structure number:L2931
Location:0.1 MI W OF JCT CR 123
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:1980
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 [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:3 [as of 1980]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:79.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactoryGoodGood379.3
October 2016FairSatisfactoryGoodGood379.3
October 2014FairSatisfactoryGoodGood379.3
September 2012FairSatisfactoryGoodGood392.4
September 2011GoodGoodGoodGood392.4
October 2010GoodGoodGoodGood392.4
November 2008GoodGoodGoodGood392.4
September 2007GoodVery GoodVery GoodVery Good392.4
October 2006GoodVery GoodVery GoodVery Good392.4
December 2005GoodVery GoodVery GoodVery Good392.4
November 2004GoodVery GoodVery GoodVery Good392.4
December 2003GoodVery GoodVery GoodVery Good392.4
November 2002GoodVery GoodVery GoodVery Good392.4
November 2000GoodVery GoodVery GoodVery Good390.1
November 1999GoodVery GoodVery GoodVery Good390.1
January 1999GoodVery GoodVery GoodVery Good390.1
November 1996GoodVery GoodVery GoodVery Good388.5
October 1995GoodVery GoodVery GoodVery Good395.4
October 1994GoodVery GoodVery GoodVery Good395.4
October 1993GoodVery GoodVery GoodVery Good395.4
November 1992GoodVery GoodVery GoodVery Good395.4
January 1992GoodVery GoodExcellentVery Good395.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,40101,40100
Steel Protective Coatingsq. ft.9,60006004,5004,500
Timber Abutmentlinear ft.9209200
Steel Pileeach2802800
Steel Protective Coatingsq. ft.1,200072045030
Steel Pier Caplinear ft.104104000
Steel Protective Coatingsq. ft.1,10001,10000
Timber Decksq. ft.4,5502,2752,27500
Wearing Surfacessq. ft.4,5504,550000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.351351000
Steel Protective Coatingsq. ft.1,12056056000