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USH IRR (USH 2) over BAD RIVER

Map

Coordinates:
+46.61054, -90.68774
46°36'38" N, 90°41'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH IRR (USH 2) over BAD RIVER
Structure number:B02000500000000
Location:0.5M E JCT CTH A TO S
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:87.9 ft. [26.8 m]
Total length:408.2 ft. [124.4 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1985
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:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,800 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:83.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryGoodGood480083.3
October 2015FairSatisfactoryGoodGood480083.3
May 2014FairSatisfactoryGoodGood510082.6
May 2012FairSatisfactoryGoodGood490084.1
May 2010GoodGoodVery GoodGood460078.8
May 2008GoodGoodVery GoodGood460078.8
May 2006GoodGoodVery GoodGood557077.8
August 2004GoodGoodVery GoodGood557077.8
August 2003GoodGoodVery GoodGood557077.8
August 2001GoodVery GoodVery GoodGood550077.8
July 2000GoodVery GoodVery GoodVery Good550077.8
September 1999GoodVery GoodVery GoodVery Good660077.8
October 1998GoodVery GoodVery GoodVery Good660077.8
July 1997GoodVery GoodVery GoodVery Good660077.8
July 1996GoodVery GoodVery GoodVery Good340079.4
July 1995GoodVery GoodVery GoodVery Good340079.4
October 1994GoodVery GoodVery GoodVery Good340079.4
January 1994GoodVery GoodVery GoodVery Good340079.4
September 1991GoodVery GoodVery GoodGood400078.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,0401,24080000
Steel Protective Coatingsq. ft.19,2871,26717,00001,020
Deck
Reinforced Concrete Decksq. ft.15,0962,34112,75500
Substructure
Reinforced Concrete Pier Walllinear ft.1471073370
Reinforced Concrete Abutmentlinear ft.75432570
Joints
Strip Seal Jointlinear ft.7575000
Bearings
Movable Bearingeach25131020
Fixed Bearingeach53200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.81664617000