I 94 EB on ramp over Lyndale Avenue SB


+44.97264, -93.28781
44°58'21" N, 93°17'16" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 94 EB on ramp over Lyndale Avenue SB
Structure number:27799R
Location:0.1 MI S OF JCT TH 394
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:105.0 ft. [32.0 m]
Total length:783.8 ft. [238.9 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,400 [as of 1994]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:73.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryFairSatisfactory2540073.7
May 2017FairSatisfactoryFairSatisfactory2540073.7
May 2016FairSatisfactorySatisfactoryGood2540085.2
May 2015FairSatisfactorySatisfactoryGood2540085.2
September 2014FairSatisfactorySatisfactoryGood2540085.2
May 2013FairSatisfactorySatisfactoryGood2540085.2
July 2012FairSatisfactoryGoodGood2540085.2
October 2011FairSatisfactoryGoodGood2540085.2
July 2010FairSatisfactoryGoodGood2540085.2
September 2009FairSatisfactoryGoodGood2540085.2
July 2008FairSatisfactoryGoodGood2540085.2
May 2007FairSatisfactoryGoodGood2540085.2
April 2006FairSatisfactoryGoodGood2540085.2
July 2005FairSatisfactoryGoodGood2540085.2
July 2004FairSatisfactoryGoodGood2540085.2
July 2003FairSatisfactoryGoodGood2540085.2
July 2002FairSatisfactoryGoodGood2540085.2
June 2002GoodGoodGoodGood2540085.2
June 2000GoodGoodGoodGood2540085.2
October 1999GoodGoodGoodGood175000.0
September 1998GoodGoodGoodGood2540085.2
September 1997GoodGoodGoodGood2540081.5
October 1996GoodGoodVery GoodGood2540081.5
October 1995GoodGoodVery GoodVery Good2540082.5
October 1994GoodGoodVery GoodVery Good2540082.5
October 1993GoodGoodVery GoodVery Good2540082.5
October 1992GoodGoodVery GoodVery Good2540082.5
July 1991GoodVery GoodVery GoodVery Good2540081.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Closed Web/Box Girderlinear ft.592720120
Steel Protective Coatingsq. ft.1,6090804484321
Steel Girder/Beamlinear ft.1,085814217540
Steel Protective Coatingsq. ft.16,40013,12001,6401,640
Prestressed Concrete Girder/Beamlinear ft.2,8081,8081,00000
Reinforced Concrete Decksq. ft.29,47028,86606040
Wearing Surfacessq. ft.26,75026,54920100
Reinforced Concrete Columneach2926300
Reinforced Concrete Abutmentlinear ft.102881400
Reinforced Concrete Pier Caplinear ft.4083882000
Strip Seal Jointlinear ft.1531153800
Pourable Jointlinear ft.5959000
Elastomeric Bearingeach8989000
Movable Bearingeach11000
Fixed Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,55076978100