CSAH 10 over JUD DITCH # 6


+44.45270, -94.30137
44°27'10" N, 94°18'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 10 over JUD DITCH # 6
Structure number:52508
Location:0.8 MI N OF JCT 350TH. ST
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:62.7 ft. [19.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:15°
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]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:498 [as of 2008]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodVery GoodVery Good49899.7
November 2015GoodVery GoodVery GoodVery Good49897.7
November 2013GoodGoodVery GoodVery Good49897.7
November 2011GoodGoodVery GoodVery Good49897.7
October 2009GoodGoodVery GoodVery Good49897.7
October 2007GoodGoodVery GoodVery Good49599.7
November 2006FairSatisfactoryVery GoodVery Good49599.7
November 2004FairSatisfactoryVery GoodVery Good49599.7
October 2003FairSatisfactoryVery GoodVery Good41099.8
November 2002FairSatisfactoryVery GoodVery Good41099.8
November 2001FairSatisfactoryVery GoodVery Good41099.8
October 2000FairSatisfactoryVery GoodVery Good41099.8
November 1999GoodGoodVery GoodVery Good40099.8
November 1998GoodGoodVery GoodVery Good40099.8
November 1997GoodGoodVery GoodVery Good40099.8
November 1996GoodGoodVery GoodVery Good40099.8
December 1995GoodGoodVery GoodVery Good40099.8
January 1995GoodGoodVery GoodVery Good48099.7
November 1993GoodGoodVery GoodVery Good48099.7
December 1992GoodGoodVery GoodVery Good48099.7
November 1991GoodGoodVery GoodVery Good40599.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,7081,708000
Prestressed Concrete Top Flangesq. ft.2,1352,135000
Wearing Surfacessq. ft.2,0022,002000
Reinforced Concrete Abutmentlinear ft.112112000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.125124100