Share:

I 94 EB ON RAMP over LYNDALE; HENN AVE; RAMP

Map

Coordinates:
+44.96495, -93.28859
44°57'54" N, 93°17'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 94 EB ON RAMP over LYNDALE; HENN AVE; RAMP
Structure number:27963
Location:AT JCT OF LYNDALE; I 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:69.9 ft. [21.3 m]
Total length:394.4 ft. [120.2 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:13.1 ft. [4.0 m]
Skew angle:33°
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:7
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:12,250 [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]
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:85.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodSatisfactoryFair1225085.6
July 2016FairGoodSatisfactorySatisfactory1225096.8
July 2014FairGoodSatisfactorySatisfactory1225096.8
July 2012FairGoodSatisfactorySatisfactory1225096.8
July 2010FairGoodSatisfactorySatisfactory1225096.8
September 2008FairGoodSatisfactorySatisfactory1225096.8
October 2007FairGoodSatisfactorySatisfactory1225094.8
November 2006FairGoodSatisfactorySatisfactory1225094.8
November 2005FairGoodSatisfactorySatisfactory1225094.8
September 2004FairGoodSatisfactorySatisfactory1225094.8
September 2003FairGoodSatisfactorySatisfactory1225094.8
July 2002FairGoodSatisfactorySatisfactory1225094.8
June 2001FairGoodSatisfactorySatisfactory1225096.8
October 1999FairGoodSatisfactorySatisfactory104000.0
July 1998FairGoodSatisfactorySatisfactory1225096.8
January 1997GoodGoodGoodGood1225097.4
October 1995GoodGoodGoodGood1225095.1
October 1994GoodGoodGoodGood1225095.1
October 1993GoodGoodGoodGood1225095.1
October 1992GoodVery GoodGoodGood1225095.1
June 1991GoodVery GoodGoodGood1225095.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2351,2101780
Deck
Reinforced Concrete Decksq. ft.10,29410,2821110
Wearing Surfacessq. ft.8,9888,88810000
Substructure
Reinforced Concrete Columneach62400
Reinforced Concrete Abutmentlinear ft.114931380
Reinforced Concrete Pier Caplinear ft.1637851340
Joints
Strip Seal Jointlinear ft.203020300
Pourable Jointlinear ft.87420450
Bearings
Movable Bearingeach2202200
Fixed Bearingeach2202200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.790079000