CSAH 10 over JUD DITCH # 36


+44.39354, -95.41087
44°23'37" N, 95°24'39" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 10 over JUD DITCH # 36
Structure number:92201
Location:0.4 MI S OF JCT TH 68
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.4 ft. [5.9 m]
Total length:45.3 ft. [13.8 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:County Highway Agency [02]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 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: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 assessed or calculated scour condition. [5]
Sufficiency rating:85.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairGoodGoodFair20085.9
October 2017GoodGoodGoodGood31096.9
October 2016GoodGoodGoodGood31096.9
September 2015GoodGoodGoodGood31096.9
September 2014GoodGoodGoodGood31096.9
November 2013GoodGoodGoodGood31096.9
November 2011GoodGoodGoodGood31096.9
November 2009GoodGoodGoodGood31096.9
December 2007GoodGoodGoodGood29599.9
September 2005GoodGoodGoodGood29599.9
October 2004GoodGoodGoodGood29599.9
January 2004GoodGoodGoodGood33099.9
December 2002GoodGoodGoodGood33099.9
October 2001GoodGoodGoodGood33099.9
October 2000GoodGoodGoodGood33097.9
August 1999GoodVery GoodVery GoodVery Good33097.9
November 1998GoodVery GoodVery GoodVery Good33097.9
August 1997GoodVery GoodVery GoodVery Good33094.0
June 1996GoodVery GoodVery GoodVery Good33094.0
July 1995GoodVery GoodVery GoodVery Good33096.9
June 1994GoodVery GoodVery GoodVery Good39096.9
July 1993GoodVery GoodVery GoodVery Good39096.9
June 1992GoodVery GoodVery GoodVery Good39096.9
May 1991GoodVery GoodVery GoodVery Good35596.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.90872917900
Reinforced Concrete Top Flangesq. ft.1,43501,43500
Wearing Surfacessq. ft.1,3991,29901000
Reinforced Concrete Abutmentlinear ft.102077250
Steel Pileeach1201200
Steel Protective Coatingsq. ft.480004800
Reinforced Concrete Pier Caplinear ft.6254800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8908900
Steel Protective Coatingsq. ft.1780118600
Reinforced Concrete Bridge Raillinear ft.8989000