I 394 EB over BNSF; UP RR


+44.96954, -93.30498
44°58'10" N, 93°18'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 394 EB over BNSF; UP RR
Structure number:27770B
Location:1.7 MI E OF JCT TH 100
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:112.2 ft. [34.2 m]
Total length:403.9 ft. [123.1 m]
Roadway width between curbs:59.4 ft. [18.1 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1987
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:4
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:126,000 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:74.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodSatisfactorySatisfactory12600074.7
July 2016GoodGoodGoodGood7400075.8
July 2014GoodGoodGoodGood7400075.8
May 2013GoodGoodGoodGood7400075.8
May 2011GoodGoodGoodGood7400074.8
November 2009GoodGoodGoodGood7400085.5
November 2007GoodGoodGoodGood7350085.5
June 2006GoodGoodGoodGood7350085.5
November 2004GoodGoodGoodGood7350085.5
September 2003GoodGoodGoodGood7350085.5
October 2002GoodGoodGoodGood6850086.3
September 2001GoodGoodGoodGood6850086.3
November 2000GoodGoodVery GoodGood6850086.3
October 1999GoodGoodVery GoodGood6850086.3
October 1998GoodGoodVery GoodGood6850086.3
June 1997GoodGoodVery GoodGood6850085.3
July 1996GoodGoodVery GoodGood6850085.3
January 1996GoodGoodVery GoodGood6082585.8
August 1994GoodGoodVery GoodGood5100087.3
October 1993GoodGoodVery GoodGood5100087.3
December 1992GoodGoodVery GoodGood150094.8
November 1991GoodGoodVery GoodVery Good150094.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.3,6623,6243080
Reinforced Concrete Decksq. ft.33,79533,7742100
Wearing Surfacessq. ft.29,25628,941303120
Reinforced Concrete Columneach3531040
Reinforced Concrete Abutmentlinear ft.21843160150
Reinforced Concrete Pier Caplinear ft.6585946220
Strip Seal Jointlinear ft.5060416900
Pourable Jointlinear ft.283028300
Elastomeric Bearingeach3703700
Fixed Bearingeach3503500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.740330203900
Steel Protective Coatingsq. ft.4,23503,250805180
Reinforced Concrete Bridge Raillinear ft.80666713090
Timber Bridge Raillinear ft.6664020