I 94 WB over I 35W; SB on ramp


+44.96611, -93.25536
44°57'58" N, 93°15'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 94 WB over I 35W; SB on ramp
Structure number:27848
Location:AT THE E JCT TH 94; 35W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:95.5 ft. [29.1 m]
Total length:407.2 ft. [124.1 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:65.3 ft. [19.9 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:52°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:66,000 [as of 2004]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.6 tons [53.3 metric tons]
Inventory rating:34.1 tons [31.0 metric tons]
Sufficiency rating:89.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201489.1Not deficientGoodGoodSatisfactory66000
September 201289.1Not deficientGoodGoodGood66000
July 201089.1Not deficientGoodGoodGood66000
October 200889.1Not deficientGoodGoodGood66000
November 200789.1Not deficientGoodGoodGood66000
October 200689.1Not deficientGoodGoodGood66000
December 200589.1Not deficientGoodGoodGood66000
September 200489.3Not deficientGoodGoodGood64000
September 200389.3Not deficientGoodGoodGood64000
July 200289.8Not deficientGoodGoodGood59000
June 200189.8Not deficientSatisfactorySatisfactoryGood59000
October 19990.0Not applicableVery GoodSatisfactoryGood118000
July 199889.6Not deficientVery GoodSatisfactoryGood59000
January 199892.4Not deficientVery GoodGoodGood59000
December 199692.4Not deficientVery GoodGoodGood59000
May 199591.0Not deficientVery GoodGoodGood67610
October 199391.0Not deficientVery GoodGoodGood67610
October 199289.4Not deficientExcellentGoodGood44500
December 199157.2Structurally deficientPoorPoorGood44500