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I 94 NB OFF RAMP over GLENWOOD AVE; RR

Map

Coordinates:
+44.97942, -93.28689
44°58'46" N, 93°17'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 94 NB OFF RAMP over GLENWOOD AVE; RR
Structure number:27727A
Location:0.3 MI N OF JCT TH 394
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:135.5 ft. [41.3 m]
Total length:1129.0 ft. [344.1 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1978
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,600 [as of 1994]
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:85.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactoryFair1060085.8
June 2015FairSatisfactorySatisfactorySatisfactory1060097.0
May 2013FairSatisfactorySatisfactoryGood1060097.0
May 2011FairSatisfactorySatisfactoryGood1060097.0
September 2009FairSatisfactorySatisfactoryGood1060098.0
July 2008FairSatisfactorySatisfactoryGood1060097.0
June 2007FairSatisfactorySatisfactoryGood1060097.0
May 2006FairSatisfactorySatisfactoryGood1060097.0
July 2004FairSatisfactorySatisfactoryGood1060097.0
July 2003FairSatisfactorySatisfactoryGood1060097.0
June 2002FairSatisfactorySatisfactoryGood1060097.0
October 2001FairSatisfactorySatisfactoryGood1060090.9
March 2001GoodGoodGoodGood1060097.0
October 1999GoodGoodGoodGood1060097.0
August 1998GoodGoodGoodGood1060097.0
August 1997GoodGoodGoodGood1060096.5
October 1996GoodGoodGoodGood1060096.5
September 1995GoodGoodVery GoodGood1060094.2
September 1994GoodGoodVery GoodGood1060094.2
October 1993GoodGoodVery GoodGood1060094.2
October 1992GoodGoodVery GoodGood1060094.2
June 1991GoodGoodVery GoodGood1060094.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,01507902250
Steel Protective Coatingsq. ft.17,492015,7431,574175
Prestressed Concrete Girder/Beamlinear ft.2,7722,6887590
Deck
Reinforced Concrete Decksq. ft.29,69029,454139970
Wearing Surfacessq. ft.25,96524,9491,01060
Superstructure
Steel Floor Beamlinear ft.1,01107862250
Steel Protective Coatingsq. ft.1950160305
Substructure
Reinforced Concrete Columneach28171100
Reinforced Concrete Pier Walllinear ft.2222000
Reinforced Concrete Abutmentlinear ft.82661600
Reinforced Concrete Pier Caplinear ft.3212506650
Joints
Strip Seal Jointlinear ft.172172000
Pourable Jointlinear ft.161152900
Bearings
Elastomeric Bearingeach2762100
Movable Bearingeach1301300
Fixed Bearingeach3303210
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,67506692,0060