I 394 EB off ramp over Bus ramp, Wash Ave Ramp


+44.98215, -93.27424
44°58'56" N, 93°16'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 394 EB off ramp over Bus ramp, Wash Ave Ramp
Structure number:27720
Location:0.9 MI NE OF JCT TH 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:74.5 ft. [22.7 m]
Total length:153.6 ft. [46.8 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1990
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:2
Main spans material:Steel continuous [4]
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,200 [as of 1994]
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:93.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactorySatisfactory320093.7
June 2015GoodGoodGoodGood320094.7
June 2013GoodGoodGoodGood320093.7
June 2011GoodGoodGoodGood320093.7
November 2009GoodGoodGoodGood320093.7
November 2007GoodGoodGoodGood320093.7
August 2006GoodGoodGoodGood320093.7
December 2004GoodGoodGoodGood320093.7
October 2002GoodGoodGoodGood320093.7
October 2001GoodGoodGoodGood320093.7
July 2000GoodGoodVery GoodGood320093.7
June 1999GoodGoodVery GoodGood20000.0
June 1998GoodGoodVery GoodGood320093.7
June 1996GoodGoodExcellentGood320092.8
August 1995GoodGoodExcellentGood320090.7
September 1994GoodGoodExcellentGood320090.7
November 1993GoodGoodExcellentGood320090.7
September 1992GoodGoodExcellentGood320090.7
November 1991GoodExcellentExcellentExcellent320090.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.612300250620
Steel Protective Coatingsq. ft.11,7901937,0004,000597
Reinforced Concrete Decksq. ft.6,9096,8456400
Wearing Surfacessq. ft.6,3946,27112300
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.1731085960
Reinforced Concrete Pier Caplinear ft.5252000
Strip Seal Jointlinear ft.110011000
Pourable Jointlinear ft.110001091
Elastomeric Bearingeach1010000
Fixed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3062515500