I-394R EB ramp over I-94 WB on ramp


+44.97422, -93.29206
44°58'27" N, 93°17'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-394R EB ramp over I-94 WB on ramp
Structure number:27776F
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:140.1 ft. [42.7 m]
Total length:1323.2 ft. [403.3 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance below bridge:16.1 ft. [4.9 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:11
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:1,087 [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:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:96.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,754,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201596.9Not deficientGoodSatisfactoryGood1087
September 201496.9Not deficientGoodSatisfactoryGood1087
May 201396.9Not deficientGoodSatisfactoryGood1087
July 201296.9Not deficientGoodGoodGood1087
August 201196.9Not deficientGoodGoodGood1087
July 201096.9Not deficientGoodGoodGood1087
July 200996.9Not deficientGoodGoodGood1087
August 200895.9Not deficientGoodGoodGood1087
May 200795.9Not deficientGoodGoodGood1087
April 200695.9Not deficientGoodGoodGood1087
July 200595.9Not deficientGoodGoodGood1087
May 200495.9Not deficientGoodGoodGood1087
August 200395.9Not deficientGoodGoodGood1087
June 200295.9Not deficientGoodGoodGood1087
October 200195.8Not deficientGoodGoodGood1087
June 200097.8Not deficientGoodGoodVery Good1087
October 19990.0Not applicableGoodGoodVery Good1087
November 199897.8Not deficientGoodGoodVery Good1087
October 199796.8Not deficientGoodGoodVery Good1087
September 199696.8Not deficientGoodVery GoodVery Good1087
October 199594.8Not deficientGoodVery GoodVery Good1087
August 199494.9Not deficientGoodVery GoodVery Good750
November 199394.9Not deficientGoodVery GoodVery Good750
February 199394.8Not deficientGoodVery GoodVery Good1463
November 199194.8Not deficientGoodVery GoodVery Good1463