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USH 12/18 EB-S BEL over YAHARA RIVER

Map

Coordinates:
+43.04389, -89.33738
43°02'38" N, 89°20'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 12/18 EB-S BEL over YAHARA RIVER
Structure number:B13031500000000
Location:1.7M E JCT CTH MC
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:7.9 ft. [2.4 m]
Total length:260.5 ft. [79.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:52.8 ft. [16.1 m]
Owner:State Highway Agency [01]
Year built:1988
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:33
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:56,900 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:87.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$14,855,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodSatisfactoryFair5690087.0
October 2014FairGoodGoodFair5690070.0
October 2012FairSatisfactoryGoodSatisfactory5690081.0
October 2010FairGoodGoodSatisfactory5690083.0
October 2008FairGoodGoodSatisfactory5690083.0
October 2006FairGoodGoodSatisfactory10084083.0
September 2004FairGoodVery GoodSatisfactory10084083.0
September 2002FairGoodVery GoodSatisfactory10084083.0
September 2000FairGoodVery GoodSatisfactory8000083.0
December 1999GoodGoodVery GoodVery Good8000085.0
June 1998GoodVery GoodVery GoodVery Good8000085.0
December 1997GoodVery GoodVery GoodVery Good8000085.0
December 1996GoodVery GoodVery GoodVery Good8000085.0
June 1995GoodVery GoodVery GoodVery Good7300085.0
December 1994GoodVery GoodVery GoodVery Good7300085.0
December 1993GoodVery GoodVery GoodVery Good7800085.0
October 1992GoodVery GoodVery GoodVery Good7800085.0
February 1991GoodVery GoodVery GoodVery Good7800085.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.15,61315,5921470
Deck
Reinforced Concrete Decksq. ft.151,877151,08279500
Wearing Surfacessq. ft.144,713144,708500
Substructure
Reinforced Concrete Abutmentlinear ft.104901220
Steel Pileeach38802821060
Steel Protective Coatingsq. ft.7,200003,0004,200
Reinforced Concrete Pier Caplinear ft.1,6921,6784100
Joints
Strip Seal Jointlinear ft.544054400
Bearings
Elastomeric Bearingeach114114000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5,2344,96726520