I 394 EB on ramp over Penn Ave


+44.96948, -93.30746
44°58'10" N, 93°18'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 394 EB on ramp over Penn Ave
Structure number:27770E
Location:1.7 MI E OF JCT TH 100
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:92.9 ft. [28.3 m]
Total length:703.8 ft. [214.5 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:State Highway Agency [01]
Year built:1987
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:8
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,700 [as of 1994]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:82.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodSatisfactoryFair670082.7
July 2016FairGoodSatisfactoryGood670093.9
July 2014GoodGoodGoodGood670093.9
May 2013GoodGoodGoodGood670093.9
May 2011GoodGoodGoodGood670092.9
November 2009GoodGoodGoodGood670098.1
November 2007GoodGoodGoodGood670098.1
June 2006GoodGoodGoodGood670098.1
October 2004GoodGoodGoodGood670098.1
September 2003GoodGoodGoodGood670098.1
October 2002GoodGoodGoodGood670098.1
September 2001GoodGoodGoodGood670098.1
November 2000GoodGoodVery GoodGood670098.1
October 1999GoodGoodVery GoodGood670098.1
October 1998GoodGoodVery GoodGood670098.1
June 1997GoodGoodVery GoodGood670097.1
July 1996GoodGoodVery GoodGood670097.1
January 1996GoodGoodVery GoodGood670095.0
August 1994GoodGoodVery GoodGood300095.6
October 1993GoodGoodVery GoodGood300095.6
December 1992GoodVery GoodVery GoodVery Good196.0
November 1991GoodVery GoodVery GoodVery Good196.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.2,7772,7264290
Reinforced Concrete Decksq. ft.28,73828,343383120
Wearing Surfacessq. ft.20,64520,350282130
Reinforced Concrete Columneach39142230
Reinforced Concrete Abutmentlinear ft.7668800
Reinforced Concrete Pier Caplinear ft.29819169380
Strip Seal Jointlinear ft.138013701
Pourable Jointlinear ft.8608006
Elastomeric Bearingeach4504500
Fixed Bearingeach2002000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,2661,90120014520
Steel Protective Coatingsq. ft.12,03303,0096,0153,009
Reinforced Concrete Bridge Raillinear ft.1,406901495100
Reinforced Concrete Slabsq. ft.4,3004,2465400
Wearing Surfacessq. ft.3,8703,8383200