I 394R EB over I 394; DOWNTOWN RAMPS


+44.97369, -93.29372
44°58'25" N, 93°17'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 394R EB over I 394; DOWNTOWN RAMPS
Structure number:27776B
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:208.7 ft. [63.6 m]
Total length:538.1 ft. [164.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Vertical clearance below bridge:17.7 ft. [5.4 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: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 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: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]
Operating rating:77.2 tons [70.2 metric tons]
Inventory rating:46.8 tons [42.5 metric tons]
Sufficiency rating:93.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,020,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201593.7Not deficientGoodSatisfactoryGood2175
September 201495.7Not deficientGoodSatisfactoryGood2175
May 201395.7Not deficientGoodSatisfactoryGood2175
July 201295.7Not deficientGoodGoodGood2175
August 201195.7Not deficientGoodGoodGood2175
June 201095.7Not deficientGoodGoodGood2175
July 200995.7Not deficientGoodGoodGood2175
August 200894.7Not deficientGoodGoodGood2175
May 200794.7Not deficientGoodGoodGood2175
April 200694.7Not deficientGoodGoodGood2175
July 200594.7Not deficientGoodGoodGood2175
May 200494.7Not deficientGoodGoodGood2175
August 200394.7Not deficientGoodGoodGood2175
June 200294.7Not deficientGoodGoodGood2175
October 200194.7Not deficientGoodGoodGood2175
July 200094.7Not deficientGoodGoodVery Good2175
October 19990.0Not applicableGoodGoodVery Good137000
November 199894.7Not deficientGoodGoodVery Good2175
October 199793.7Not deficientGoodGoodVery Good2175
October 199693.7Not deficientGoodVery GoodVery Good2175
October 199593.7Not deficientGoodVery GoodVery Good2175
August 199493.8Not deficientGoodVery GoodVery Good1500
November 199393.8Not deficientGoodVery GoodVery Good1500
February 199393.8Not deficientGoodVery GoodVery Good1463
November 199193.8Not deficientGoodVery GoodVery Good1463