I 394 EB OFF RAMP over EB; WB I 94


+44.97415, -93.29091
44°58'27" N, 93°17'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 394 EB OFF RAMP over EB; WB I 94
Structure number:27831D
Location:0.3 Mi WES OF JCT I-94
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:70.9 ft. [21.6 m]
Total length:618.8 ft. [188.6 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:State Highway Agency [01]
Year built:1967
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:4
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,000 [as of 1994]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:84.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryFairFair2300084.5
June 2015FairGoodGoodSatisfactory2300095.8
June 2013FairGoodGoodSatisfactory2300095.8
June 2011FairGoodGoodSatisfactory2300095.8
November 2009FairGoodGoodSatisfactory2300095.8
November 2007FairGoodGoodSatisfactory2300095.8
July 2006FairGoodGoodSatisfactory2300095.8
November 2004FairGoodGoodSatisfactory2300095.8
September 2003FairSatisfactorySatisfactorySatisfactory2300095.8
October 2002FairSatisfactorySatisfactorySatisfactory2300095.8
October 2001FairSatisfactorySatisfactorySatisfactory2300095.8
November 2000FairSatisfactorySatisfactorySatisfactory2300097.8
October 1999FairSatisfactorySatisfactorySatisfactory2300097.8
October 1998FairSatisfactorySatisfactorySatisfactory2300097.8
July 1997FairSatisfactorySatisfactorySatisfactory2300098.9
July 1996FairGoodSatisfactorySatisfactory2300098.9
February 1996FairGoodSatisfactorySatisfactory2300092.1
September 1994FairGoodSatisfactorySatisfactory2300092.1
October 1993FairGoodSatisfactorySatisfactory2300092.1
September 1992FairGoodSatisfactorySatisfactory2300092.1
September 1991FairGoodSatisfactorySatisfactory2300092.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Closed Web/Box Girderlinear ft.1,088636723800
Prestressed Concrete Girder/Beamlinear ft.1,7801,6848880
Reinforced Concrete Decksq. ft.14,16114,030118130
Wearing Surfacessq. ft.13,25411,4751,77900
Reinforced Concrete Top Flangesq. ft.11,15210,897175800
Wearing Surfacessq. ft.9,9968,9161,08000
Reinforced Concrete Columneach146530
Reinforced Concrete Abutmentlinear ft.5650240
Reinforced Concrete Pier Caplinear ft.24613044720
Strip Seal Jointlinear ft.164164000
Pourable Jointlinear ft.148148000
Movable Bearingeach553014110
Fixed Bearingeach77000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,200943237200