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USH 8 over WISCONSIN CENTRAL RR

Map

Coordinates:
+45.55165, -90.19409
45°33'06" N, 90°11'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 8 over WISCONSIN CENTRAL RR
Structure number:B50004800000000
Location:4.7M E JCT STH 13
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:57.1 ft. [17.4 m]
Total length:174.5 ft. [53.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance below bridge:22.6 ft. [6.9 m]
Skew angle:41°
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:3
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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,100 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:64.7 tons [58.8 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:80.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201680.4FairSatisfactoryGoodSatisfactory-3100
July 201480.4FairGoodGoodSatisfactory-3100
July 201280.4GoodGoodVery GoodGood-3100
July 201084.8GoodGoodVery GoodGood-2600
July 200884.8GoodGoodVery GoodGood-2600
July 200683.0GoodGoodVery GoodGood-2968
July 200483.0GoodGoodVery GoodGood-2968
July 200283.0GoodGoodVery GoodVery Good-2968
July 200087.2GoodGoodVery GoodGood-2100
September 199885.2GoodGoodVery GoodGood-2100
July 199780.6GoodGoodVery GoodGoodFO2100
July 199680.6FairGoodVery GoodSatisfactory-2100
May 199585.3FairGoodVery GoodSatisfactory-2100
October 199485.3GoodGoodVery GoodGood-2100
September 199383.4GoodGoodVery GoodGood-2470
November 199283.4FairSatisfactoryVery GoodSatisfactory-2470
November 199183.4FairSatisfactoryVery GoodSatisfactory-2470

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.872872000
Deck
Reinforced Concrete Decksq. ft.6,8016,55724400
Wearing Surfacessq. ft.6,8016,7891200
Substructure
Reinforced Concrete Pier Walllinear ft.3232000
Reinforced Concrete Abutmentlinear ft.9486170
Reinforced Concrete Pier Caplinear ft.9187310
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.38734828110