I 394R WB over I 394 WB on ramp


+44.97302, -93.29493
44°58'23" N, 93°17'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 394R WB over I 394 WB on ramp
Structure number:27776C
Location:0.4 MI W OF JCT TH 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:222.1 ft. [67.7 m]
Total length:626.0 ft. [190.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
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: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 2015 

Status:Open, no restriction [A]
Average daily traffic:2,175 [as of 1994]
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: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]
Operating rating:77.2 tons [70.2 metric tons]
Inventory rating:46.8 tons [42.5 metric tons]
Sufficiency rating:96.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,615,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201596.7Not deficientGoodSatisfactoryGood2175
September 201496.7Not deficientGoodSatisfactoryGood2175
May 201396.7Not deficientGoodSatisfactoryGood2175
July 201296.7Not deficientGoodGoodGood2175
August 201196.7Not deficientGoodGoodGood2175
June 201096.7Not deficientGoodGoodGood2175
September 200996.7Not deficientGoodGoodGood2175
August 200895.7Not deficientGoodGoodGood2175
May 200795.7Not deficientGoodGoodGood2175
April 200695.7Not deficientGoodGoodGood2175
July 200595.7Not deficientGoodGoodGood2175
May 200495.7Not deficientGoodGoodGood2175
August 200395.7Not deficientGoodGoodGood2175
June 200295.7Not deficientGoodGoodGood2175
October 200195.7Not deficientGoodGoodGood2175
July 200095.7Not deficientGoodGoodGood2175
October 199995.7Not deficientGoodGoodVery Good2175
November 199895.7Not deficientGoodGoodVery Good2175
October 199794.7Not deficientGoodGoodVery Good2175
July 199694.7Not deficientGoodVery GoodVery Good2175
October 199594.7Not deficientGoodVery GoodVery Good2175
August 199494.8Not deficientGoodVery GoodVery Good1500
November 199394.8Not deficientGoodVery GoodVery Good1500
February 199394.8Not deficientGoodVery GoodVery Good1463
November 199194.8Not deficientGoodVery GoodVery Good1463