I 94 over Cedar Ave


+44.96579, -93.24726
44°57'57" N, 93°14'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 94 over Cedar Ave
Structure number:27863
Location:0.2 MI E OF JCT TH 55
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:78.7 ft. [24.0 m]
Total length:170.3 ft. [51.9 m]
Roadway width between curbs:112.9 ft. [34.4 m]
Deck width edge-to-edge:122.4 ft. [37.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1992
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: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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:147,000 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:68.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodGoodFair14700068.0
August 2016FairGoodGoodSatisfactory14800079.0
August 2014FairGoodGoodSatisfactory14800079.0
August 2012FairGoodGoodSatisfactory14800079.0
July 2010FairGoodGoodSatisfactory14800079.0
October 2008FairGoodGoodSatisfactory14800079.0
November 2007FairGoodGoodSatisfactory14800079.0
October 2006FairGoodGoodSatisfactory14800079.0
December 2005FairGoodSatisfactorySatisfactory14800079.0
August 2004FairGoodSatisfactorySatisfactory15900079.0
November 2003FairGoodSatisfactorySatisfactory15900079.0
July 2002FairGoodSatisfactorySatisfactory15100079.0
June 2001FairGoodSatisfactorySatisfactory15100079.0
January 2001FairGoodSatisfactorySatisfactory15100079.0
October 1999FairVery GoodSatisfactorySatisfactory15100079.0
July 1998FairVery GoodGoodSatisfactory15100079.0
November 1997FairVery GoodGoodSatisfactory15100084.4
December 1996FairVery GoodGoodSatisfactory15100084.4
September 1995FairVery GoodGoodSatisfactory14000080.7
October 1994FairVery GoodGoodSatisfactory12100087.8
October 1993FairVery GoodGoodSatisfactory12100087.8
October 1992FairExcellentGoodSatisfactory11100088.6
July 1991PoorPoorSatisfactorySatisfactory11100085.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,4822,482000
Steel Protective Coatingsq. ft.25,07510,07515,00000
Reinforced Concrete Decksq. ft.20,90120,8762500
Wearing Surfacessq. ft.19,31019,22069210
Reinforced Concrete Columneach169700
Reinforced Concrete Abutmentlinear ft.2830188950
Reinforced Concrete Pier Caplinear ft.26922133150
Strip Seal Jointlinear ft.240240000
Pourable Jointlinear ft.2720023636
Elastomeric Bearingeach40400
Movable Bearingeach3403400
Fixed Bearingeach2202200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.71757314310