+44.03542, -93.56709
44°02'08" N, 93°34'02" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TWP 153 over LE SUEUR RIVER
Structure number:81522
Location:1.0 MI S OF JCT CSAH 9
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:41.3 ft. [12.6 m]
Total length:125.7 ft. [38.3 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1982
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: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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:52 [as of 1981]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairSatisfactorySatisfactory5297.0
November 2016FairFairSatisfactorySatisfactory5297.0
December 2015FairFairSatisfactorySatisfactory5297.0
November 2013FairFairSatisfactorySatisfactory5297.0
November 2011FairFairSatisfactoryGood5297.0
January 2010FairSatisfactorySatisfactoryGood5298.0
September 2007FairSatisfactorySatisfactoryGood52100.0
September 2005FairSatisfactorySatisfactoryGood52100.0
October 2003FairSatisfactoryGoodGood52100.0
October 2001GoodGoodVery GoodVery Good52100.0
January 2000GoodVery GoodVery GoodVery Good5299.0
March 1998GoodVery GoodVery GoodVery Good5299.0
January 1996GoodVery GoodVery GoodVery Good5298.0
January 1995GoodVery GoodVery GoodVery Good5298.0
January 1994GoodGoodGoodGood5298.0
December 1992GoodGoodVery GoodVery Good5298.0
January 1992GoodGoodVery GoodVery Good5298.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.3,2763,276000
Prestressed Concrete Top Flangesq. ft.4,0544,053100
Wearing Surfacessq. ft.3,6383,5650730
Reinforced Concrete Abutmentlinear ft.100100000
Steel Pileeach1212000
Steel Protective Coatingsq. ft.1,20060060000
Reinforced Concrete Pier Caplinear ft.7272000
Elastomeric Bearingeach66000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.249024900