+45.61615, -94.20129
45°36'58" N, 94°12'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 29 over MISS R, BNSF RR; STR
Structure number:05525
Location:1.5 MI W OF JCT TH 10
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:120.1 ft. [36.6 m]
Total length:1173.0 ft. [357.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:52.8 ft. [16.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:County Highway Agency [02]
Year built:1983
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:11
Main spans material:Prestressed concrete [5]
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: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,500 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:95.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairVery GoodSatisfactoryGood1250095.7
November 2016FairVery GoodSatisfactoryGood1230096.5
January 2016GoodVery GoodGoodGood1230096.5
November 2014GoodVery GoodVery GoodVery Good1230096.5
December 2013GoodVery GoodVery GoodVery Good1230096.5
December 2012GoodVery GoodVery GoodVery Good1230096.5
November 2011GoodVery GoodVery GoodVery Good1230096.5
January 2011GoodVery GoodVery GoodVery Good1230096.5
January 2010GoodVery GoodVery GoodVery Good1230096.5
January 2009GoodVery GoodVery GoodVery Good1230096.5
February 2008GoodVery GoodVery GoodVery Good1230096.5
November 2006GoodVery GoodVery GoodVery Good1230096.5
December 2005GoodVery GoodVery GoodVery Good1230096.5
December 2004GoodVery GoodVery GoodVery Good1230096.5
December 2003GoodVery GoodVery GoodVery Good1067597.0
January 2003GoodVery GoodVery GoodVery Good1067597.0
March 2002GoodGoodGoodExcellent1067597.0
April 2000GoodGoodGoodExcellent1067596.0
February 2000GoodGoodGoodExcellent1067596.0
October 1997GoodGoodGoodVery Good1067595.0
February 1997GoodGoodGoodExcellent1067595.0
February 1996GoodGoodGoodExcellent1067594.8
January 1995GoodGoodGoodExcellent920095.2
February 1994GoodGoodGoodExcellent920095.2
February 1993GoodExcellentExcellentExcellent920095.2
February 1992GoodExcellentVery GoodExcellent877095.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.7,0376,89501420
Reinforced Concrete Decksq. ft.61,93461,934000
Wearing Surfacessq. ft.51,61351,613000
Reinforced Concrete Columneach3028020
Reinforced Concrete Pier Walllinear ft.30817613200
Reinforced Concrete Abutmentlinear ft.228228000
Reinforced Concrete Pile Cap/Footinglinear ft.150015000
Reinforced Concrete Pier Caplinear ft.5135031000
Strip Seal Jointlinear ft.3050852200
Pourable Jointlinear ft.256256000
Elastomeric Bearingeach7872600
Fixed Bearingeach6666000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,2151,215000
Steel Protective Coatingsq. ft.2,4282,428000
Reinforced Concrete Bridge Raillinear ft.2,3891,2141,17500