+45.57218, -89.01841
45°34'20" N, 89°01'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 8 over WOLF RIVER
Structure number:B21000100000000
Location:6.4M E JCT USH 45 TO N
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:51.8 ft. [15.8 m]
Total length:138.5 ft. [42.2 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1982
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,900 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:76.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairGoodSatisfactorySatisfactory290076.8
May 2015FairGoodSatisfactorySatisfactory375075.6
May 2013FairGoodSatisfactorySatisfactory375075.6
May 2011FairGoodSatisfactoryGood375077.5
May 2009GoodGoodGoodGood350075.5
May 2007GoodGoodGoodGood414075.5
May 2005GoodGoodGoodVery Good414075.5
June 2003GoodGoodGoodVery Good414075.5
October 2001GoodGoodGoodVery Good299076.4
July 1999GoodGoodGoodVery Good299075.4
August 1998GoodGoodGoodVery Good299075.4
May 1997GoodGoodGoodVery Good299075.4
July 1996GoodGoodGoodGood299075.4
September 1995GoodGoodGoodGood299075.5
June 1994FairGoodSatisfactoryGood299075.5
June 1993FairGoodSatisfactoryGood237077.4
May 1992FairSatisfactorySatisfactorySatisfactory237077.4
August 1991FairSatisfactorySatisfactorySatisfactory237077.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.688365310130
Steel Protective Coatingsq. ft.5,0194,636030677
Reinforced Concrete Decksq. ft.5,0554,9926300
Wearing Surfacessq. ft.5,0555,0233200
Reinforced Concrete Abutmentlinear ft.7266600
Steel Pileeach1414000
Steel Protective Coatingsq. ft.5,0194,9665300
Reinforced Concrete Pier Caplinear ft.6864400
Strip Seal Jointlinear ft.3503500
Compression Jointlinear ft.35122300
Movable Bearingeach50050
Fixed Bearingeach159600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2752551820