I 35W NB Coll ramp over 3rd St to dtwn Mpls


+44.97213, -93.25105
44°58'20" N, 93°15'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 35W NB Coll ramp over 3rd St to dtwn Mpls
Structure number:27903
Location:0.4 MI NE OF JCT TH 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:89.2 ft. [27.2 m]
Total length:140.4 ft. [42.8 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1970
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:2
Main spans material:Prestressed concrete [5]
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: August 2016 

Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 1994]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:92.0 tons [83.6 metric tons]
Inventory rating:44.7 tons [40.6 metric tons]
Sufficiency rating:92.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201692.8Not deficientGoodGoodGood1600
August 201492.8Not deficientGoodGoodGood1600
September 201292.8Not deficientGoodGoodGood1600
September 201092.8Not deficientGoodGoodGood1600
September 200892.8Not deficientGoodGoodGood1600
September 200792.8Not deficientGoodGoodGood1600
November 200692.8Not deficientGoodGoodGood1600
May 200592.8Not deficientGoodGoodGood1600
September 200492.8Not deficientGoodGoodGood1600
June 200392.8Not deficientGoodGoodGood1600
September 200292.8Not deficientGoodGoodGood1600
September 200192.8Not deficientGoodGoodGood1600
January 200192.8Not deficientGoodGoodGood1600
November 199992.8Not deficientGoodVery GoodGood1600
August 199892.8Not deficientGoodVery GoodGood1600
August 199692.9Not deficientGoodVery GoodGood1600
May 199590.9Not deficientGoodVery GoodGood1600
October 199390.9Not deficientGoodVery GoodGood1600
October 199290.9Not deficientGoodVery GoodVery Good1600
August 199190.9Not deficientGoodVery GoodVery Good1600