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USH 12/18 WB-S BEL over YAHARA RIVER

Map

Coordinates:
+43.04480, -89.32771
43°02'41" N, 89°19'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 12/18 WB-S BEL over YAHARA RIVER
Structure number:B13031600000000
Location:1.5M W JCT USH 51 TO N
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:78.7 ft. [24.0 m]
Total length:2605.1 ft. [794.0 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:56,100 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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 2016FairGoodGoodFair5610087.0
October 2014FairGoodGoodFair5610075.7
October 2012FairSatisfactoryGoodSatisfactory5610087.9
October 2010FairGoodGoodSatisfactory5610089.9
October 2008FairGoodGoodSatisfactory5610089.9
October 2006FairVery GoodGoodSatisfactory8000086.5
September 2004FairVery GoodVery GoodSatisfactory8000086.5
September 2002FairVery GoodVery GoodSatisfactory8000086.5
September 2000FairVery GoodVery GoodSatisfactory8000086.5
December 1999GoodVery GoodVery GoodVery Good8000088.8
June 1998GoodVery GoodVery GoodVery Good8000088.8
December 1997GoodVery GoodVery GoodVery Good8000088.8
December 1996GoodVery GoodVery GoodVery Good8000088.8
June 1995GoodVery GoodVery GoodVery Good7300089.1
December 1994GoodVery GoodVery GoodVery Good7300089.1
December 1993GoodVery GoodVery GoodVery Good7800088.3
October 1992GoodVery GoodVery GoodVery Good7800088.3
February 1991GoodVery GoodVery GoodVery Good7800088.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.15,61315,46414900
Deck
Reinforced Concrete Decksq. ft.160,865159,8541,00830
Wearing Surfacessq. ft.153,701153,701000
Substructure
Reinforced Concrete Abutmentlinear ft.1241051900
Steel Pileeach40902811280
Steel Protective Coatingsq. ft.7,600003,0004,600
Reinforced Concrete Pier Caplinear ft.1,7701,757760
Joints
Strip Seal Jointlinear ft.562056200
Bearings
Elastomeric Bearingeach119116300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5,2485,078150200