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I 94 WB OFF RAMP over CP RAIL; CITY ST

Map

Coordinates:
+44.96661, -93.24977
44°57'60" N, 93°14'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 94 WB OFF RAMP over CP RAIL; CITY ST
Structure number:27861
Location:0.1 MI E OF JCT TH 55
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:115.2 ft. [35.1 m]
Total length:268.1 ft. [81.7 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:41°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:2010
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:Low slump Concrete [4]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,000 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.9
Estimated cost of work:$768,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodSatisfactorySatisfactory1100095.9
May 2016FairGoodSatisfactoryGood1100095.9
May 2015FairGoodSatisfactoryGood1100095.9
August 2014FairVery GoodSatisfactoryGood1100095.9
August 2013FairVery GoodSatisfactoryGood1100095.3
September 2012FairVery GoodSatisfactorySatisfactory1100095.3
January 2012FairVery GoodSatisfactorySatisfactory1100095.3
July 2010PoorPoorFairPoor1100064.7
October 2009PoorPoorFairPoor1100064.7
October 2008PoorPoorFairPoor1100064.7
November 2007PoorPoorFairPoor1100064.7
October 2006PoorPoorFairPoor1100064.7
December 2005PoorPoorFairPoor1100064.7
September 2004PoorPoorFairPoor1100065.3
November 2003PoorPoorFairPoor1100065.3
July 2002PoorPoorFairPoor1100065.3
June 2001PoorPoorFairPoor1100065.3
January 2001PoorFairFairPoor1100065.3
October 1999PoorFairSatisfactoryPoor1100065.3
July 1998PoorFairSatisfactoryPoor1100065.3
November 1997PoorFairSatisfactoryPoor1100065.4
December 1996PoorFairGoodPoor1100065.4
September 1995PoorFairGoodPoor1100057.2
October 1994PoorFairGoodPoor1100057.2
November 1993PoorFairGoodPoor1100057.2
October 1992PoorGoodGoodPoor960058.4
July 1991PoorPoorFairPoor960061.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.788465722510
Steel Protective Coatingsq. ft.11,22507,0003,0001,225
Deck
Reinforced Concrete Decksq. ft.6,8886,8286000
Wearing Surfacessq. ft.5,7595,6758400
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.101010100
Reinforced Concrete Pier Caplinear ft.5151000
Deck
Corrugated or Orthotropic Decksq. ft.2,2502,250000
Joints
Strip Seal Jointlinear ft.5555000
Bearings
Movable Bearingeach99000
Fixed Bearingeach33000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6125387400