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 2016

Good/Fair/Poor Condition:Fair
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:46.6 tons [42.4 metric tons]
Sufficiency rating:95.7
Estimated cost of work:$999,999,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201695.7FairGoodSatisfactoryGood-2175
May 201593.7FairGoodSatisfactoryGood-2175
September 201495.7FairGoodSatisfactoryGood-2175
May 201395.7FairGoodSatisfactoryGood-2175
July 201295.7GoodGoodGoodGood-2175
August 201195.7GoodGoodGoodGood-2175
June 201095.7GoodGoodGoodGood-2175
July 200995.7GoodGoodGoodGood-2175
August 200894.7GoodGoodGoodGood-2175
May 200794.7GoodGoodGoodGood-2175
April 200694.7GoodGoodGoodGood-2175
July 200594.7GoodGoodGoodGood-2175
May 200494.7GoodGoodGoodGood-2175
August 200394.7GoodGoodGoodGood-2175
June 200294.7GoodGoodGoodGood-2175
October 200194.7GoodGoodGoodGood-2175
July 200094.7GoodGoodGoodVery Good-2175
October 19990.0GoodGoodGoodVery Good-137000
November 199894.7GoodGoodGoodVery Good-2175
October 199793.7GoodGoodGoodVery Good-2175
October 199693.7GoodGoodVery GoodVery Good-2175
October 199593.7GoodGoodVery GoodVery Good-2175
August 199493.8GoodGoodVery GoodVery Good-1500
November 199393.8GoodGoodVery GoodVery Good-1500
February 199393.8GoodGoodVery GoodVery Good-1463
November 199193.8GoodGoodVery GoodVery Good-1463