7TH ST N over I 394


+44.98026, -93.27785
44°58'49" N, 93°16'40" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:7TH ST N over I 394
Structure number:27705
Location:At Jct TH 55 (WB)
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:109.6 ft. [33.4 m]
Total length:389.5 ft. [118.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
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:7,900 [as of 2004]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:80.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairGoodSatisfactoryGood790080.1
May 2015GoodGoodGoodGood790079.1
May 2013GoodGoodGoodGood790079.1
May 2011GoodGoodGoodGood790079.1
August 2009GoodGoodGoodGood790079.1
October 2007GoodGoodGoodGood790079.1
August 2006GoodGoodGoodGood790079.1
August 2005GoodGoodGoodGood790079.1
June 2004GoodGoodGoodGood980078.8
November 2003GoodGoodGoodGood980078.8
September 2002GoodGoodGoodGood1230078.5
August 2000----1230078.5
February 2000GoodGoodGoodGood72000.0
July 1997GoodGoodGoodGood1230074.2
October 1996GoodGoodGoodGood1230074.2
August 1995GoodGoodVery GoodGood825076.2
September 1994GoodGoodVery GoodGood1100075.9
November 1993GoodGoodVery GoodGood1100075.9
December 1992GoodGoodVery GoodGood1010076.0
November 1991GoodGoodVery GoodVery Good1010076.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,2461,4661606200
Steel Protective Coatingsq. ft.42,70040,56502,1350
Reinforced Concrete Decksq. ft.23,41223,20520700
Wearing Surfacessq. ft.16,27516,13514000
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.1521252700
Reinforced Concrete Pier Caplinear ft.181180100
Strip Seal Jointlinear ft.125012500
Pourable Jointlinear ft.80400400
Elastomeric Bearingeach1212000
Movable Bearingeach1201200
Fixed Bearingeach66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.850850000
Steel Protective Coatingsq. ft.5,1005,100000
Reinforced Concrete Bridge Raillinear ft.8558391600