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CSAH 39 over KABEKONA RIVER

Map

Coordinates:
+47.16756, -94.72609
47°10'03" N, 94°43'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 39 over KABEKONA RIVER
Structure number:29508
Location:0.8 MI N OF JCT CSAH 37
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:25.3 ft. [7.7 m]
Total length:63.3 ft. [19.3 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1968
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:520 [as of 2008]
Deck condition:Satisfactory [6 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 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 the assessed or calculated scour condition. [8]
Sufficiency rating:79.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryFairFair52079.9
October 2015FairSatisfactoryFairFair52079.9
October 2013FairSatisfactoryFairSatisfactory52079.9
November 2011FairSatisfactoryFairSatisfactory52079.9
November 2009FairSatisfactoryFairSatisfactory52079.9
October 2008FairSatisfactoryFairSatisfactory52079.9
October 2007FairSatisfactoryFairSatisfactory52082.9
October 2006FairSatisfactoryFairGood52082.9
October 2005FairSatisfactoryFairGood41582.9
September 2004FairSatisfactoryFairGood41582.9
November 2003FairGoodSatisfactoryGood45093.9
September 2002FairGoodSatisfactoryGood45093.9
September 2001GoodGoodGoodGood45093.9
January 2001GoodGoodGoodGood45092.9
December 1999GoodGoodGoodGood45092.9
October 1998GoodGoodGoodGood45092.9
November 1997GoodGoodGoodGood35084.4
November 1996GoodGoodGoodGood35084.4
November 1995GoodGoodGoodGood35091.3
December 1994GoodGoodGoodGood35091.3
October 1993GoodGoodGoodGood25091.3
November 1992GoodGoodVery GoodVery Good25091.3
October 1991GoodGoodVery GoodVery Good25091.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,26405207440
Deck
Reinforced Concrete Top Flangesq. ft.1,9591,5092502000
Wearing Surfacessq. ft.1,8511,66601850
Substructure
Reinforced Concrete Abutmentlinear ft.102010200
Steel Pileeach100640
Steel Protective Coatingsq. ft.1678250350
Reinforced Concrete Pier Caplinear ft.144014400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.125012500
Steel Protective Coatingsq. ft.3773572000