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I 394 WB ON RAMPS over I 94, RAMP; LYNDALE

Map

Coordinates:
+44.97589, -93.28778
44°58'33" N, 93°17'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 394 WB ON RAMPS over I 94, RAMP; LYNDALE
Structure number:27798
Location:AT THE JCT TH 394; 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:72.2 ft. [22.0 m]
Total length:316.6 ft. [96.5 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:5
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 1994]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:85.0
Estimated cost of work:$999,999,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryGoodFair1000085.0
June 2015GoodGoodGoodGood1000095.0
June 2013GoodGoodGoodGood1000095.0
June 2011GoodGoodGoodGood1000095.0
November 2009GoodGoodGoodGood1000095.0
November 2007GoodGoodGoodGood1000095.0
July 2006GoodGoodGoodGood1000095.0
December 2004GoodGoodGoodGood1000095.0
October 2002GoodGoodGoodGood1000095.0
October 2001GoodGoodGoodGood1000093.0
November 2000GoodGoodVery GoodVery Good1000093.0
July 1999GoodGoodVery GoodVery Good1280000.0
July 1998GoodGoodVery GoodVery Good1000093.0
August 1997GoodGoodVery GoodVery Good1000092.0
October 1996GoodGoodVery GoodVery Good1000092.0
October 1995GoodGoodExcellentExcellent1000092.0
September 1994GoodGoodExcellentExcellent1000092.0
October 1993GoodGoodExcellentExcellent1000092.0
October 1992GoodVery GoodExcellentExcellent192.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.948948000
Deck
Reinforced Concrete Decksq. ft.8,2618,257310
Wearing Surfacessq. ft.7,2126,98822400
Concrete Protective Coatingsq. ft.8,2108,210000
Substructure
Reinforced Concrete Columneach84400
Reinforced Concrete Abutmentlinear ft.131983300
Reinforced Concrete Pier Caplinear ft.115104830
Joints
Strip Seal Jointlinear ft.5858000
Pourable Jointlinear ft.8888000
Bearings
Elastomeric Bearingeach2424000
Fixed Bearingeach66000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6325507831