CSAH 10 over CLEAR CREEK (JD #31)


+44.43922, -95.41093
44°26'21" N, 95°24'39" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 10 over CLEAR CREEK (JD #31)
Structure number:64517
Location:1.3 MI S OF JCT CSAH 12
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:25.9 ft. [7.9 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:County Highway Agency [02]
Year built:1969
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:Wood or timber [7]
Main spans design:Slab [01]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:430 [as of 2008]
Deck condition:Satisfactory [6 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 desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:96.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactoryGood43096.2
October 2016FairSatisfactorySatisfactoryGood43096.2
September 2015FairSatisfactorySatisfactoryGood43096.2
September 2014FairSatisfactoryGoodGood43096.2
November 2013FairSatisfactoryGoodGood43096.2
November 2011FairSatisfactoryGoodGood43096.2
December 2009FairSatisfactoryGoodGood43096.9
December 2007FairSatisfactoryGoodGood37099.9
September 2005FairSatisfactoryGoodGood37099.9
October 2004FairSatisfactoryGoodGood37099.9
December 2003FairSatisfactoryGoodGood33099.9
December 2002FairSatisfactoryGoodGood33099.9
October 2001GoodVery GoodVery GoodVery Good33099.9
October 2000GoodVery GoodVery GoodVery Good33097.8
August 1999GoodVery GoodVery GoodVery Good33097.8
November 1998GoodVery GoodVery GoodVery Good33097.8
August 1997GoodVery GoodVery GoodVery Good33088.4
June 1996GoodVery GoodVery GoodVery Good33088.4
July 1995GoodVery GoodVery GoodVery Good33095.3
June 1994GoodVery GoodVery GoodVery Good33095.3
July 1993GoodVery GoodVery GoodVery Good33095.3
June 1992GoodVery GoodVery GoodVery Good33095.3
May 1991GoodVery GoodVery GoodVery Good32095.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Timber Floor Beamlinear ft.126012600
Steel Columneach1401400
Steel Protective Coatingsq. ft.84006402000
Timber Abutmentlinear ft.125012500
Timber Pileeach2002000
Steel Pier Caplinear ft.85044410
Steel Protective Coatingsq. ft.8500850
Timber Pier Caplinear ft.8507960
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.125012500
Steel Protective Coatingsq. ft.2500200500
Timber Slabsq. ft.2,61602,61600
Wearing Surfacessq. ft.2,48602,436500