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I 94 EB ON RAMP over LYNDALE AVE; RAMP

Map

Coordinates:
+44.96432, -93.28838
44°57'52" N, 93°17'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 94 EB ON RAMP over LYNDALE AVE; RAMP
Structure number:27965
Location:AT JCT LYNDALE AVE; I 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:82.7 ft. [25.2 m]
Total length:290.4 ft. [88.5 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1989
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: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: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,250 [as of 1994]
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:81.8
Estimated cost of work:$999,999,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodSatisfactorySatisfactory1025081.8
July 2016FairGoodFairSatisfactory1025070.6
July 2014FairGoodFairSatisfactory1025070.6
July 2012FairGoodFairSatisfactory1025070.6
July 2010FairGoodFairSatisfactory1025070.6
September 2008FairGoodFairSatisfactory1025070.6
October 2007FairGoodFairSatisfactory1025070.6
November 2006FairGoodFairSatisfactory1025070.6
November 2005FairGoodFairSatisfactory1025070.6
September 2004FairSatisfactoryFairSatisfactory1025070.6
September 2003FairSatisfactoryFairSatisfactory1025070.6
July 2002FairSatisfactoryFairSatisfactory1025070.6
June 2001FairSatisfactoryFairSatisfactory1025070.6
October 1999FairGoodFairGood104000.0
July 1998FairGoodFairGood1025066.5
December 1996FairGoodFairGood1025067.2
October 1995FairVery GoodFairGood1025064.8
October 1994FairVery GoodFairGood1025064.8
October 1993FairVery GoodFairGood1025064.8
October 1992FairVery GoodSatisfactoryGood1025076.0
June 1991FairVery GoodSatisfactoryGood1025076.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0189982000
Deck
Reinforced Concrete Decksq. ft.9,3259,3101500
Wearing Surfacessq. ft.8,3648,3145000
Concrete Protective Coatingsq. ft.8,3648,3125200
Substructure
Reinforced Concrete Columneach10100
Reinforced Concrete Pier Walllinear ft.7575000
Reinforced Concrete Abutmentlinear ft.120982200
Reinforced Concrete Pier Caplinear ft.112011200
Joints
Strip Seal Jointlinear ft.155015500
Pourable Jointlinear ft.124566800
Bearings
Movable Bearingeach1701520
Fixed Bearingeach1701700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5835493400