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CSAH 38 over KABEKONA RIVER

Map

Coordinates:
+47.15304, -94.68946
47°09'11" N, 94°41'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 38 over KABEKONA RIVER
Structure number:29507
Location:0.1 MI N OF JCT CSAH 39
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:24.9 ft. [7.6 m]
Total length:63.3 ft. [19.3 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1970
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:560 [as of 2008]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:76.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairFairFair56076.1
November 2015FairFairFairFair56076.1
November 2013FairFairFairFair56076.1
November 2011FairFairFairFair56078.7
November 2009FairFairFairFair56078.7
October 2008FairFairFairFair51078.8
October 2007FairFairFairFair51081.8
October 2006FairSatisfactoryFairFair51082.8
October 2005FairSatisfactoryFairFair53082.8
September 2004FairSatisfactoryFairFair53082.8
November 2003FairSatisfactorySatisfactoryFair48582.8
September 2002FairSatisfactorySatisfactorySatisfactory48593.8
September 2001FairSatisfactorySatisfactorySatisfactory48593.8
January 2001FairSatisfactorySatisfactorySatisfactory48592.8
December 1999FairSatisfactorySatisfactorySatisfactory48592.8
October 1998FairSatisfactorySatisfactorySatisfactory48592.8
November 1997FairSatisfactorySatisfactorySatisfactory71083.2
November 1996FairSatisfactorySatisfactorySatisfactory71083.2
November 1995GoodGoodGoodGood71090.1
December 1994GoodGoodGoodGood71090.1
October 1993GoodGoodGoodGood40590.2
November 1992GoodGoodVery GoodVery Good40590.2
October 1991GoodGoodVery GoodVery Good40590.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,26403678970
Deck
Reinforced Concrete Top Flangesq. ft.1,9591,9194000
Wearing Surfacessq. ft.1,8621,8253700
Substructure
Timber Abutmentlinear ft.102082200
Timber Pileeach38020180
Timber Pier Caplinear ft.131079520
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.125507500
Steel Protective Coatingsq. ft.5505153500