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I 94 EB ON RAMP over LYNDALE AVE; RAMP

Map 

Coordinates:
+44.96553, -93.28780
44°57'56" N, 93°17'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 94 EB ON RAMP over LYNDALE AVE; RAMP
Structure number:27965
Location:AT JCT LYNDALE AVE; I 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:82.7 ft. [25.2 m]
Total length:290.4 ft. [88.5 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1989
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: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: July 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,250 [as of 1994]
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:83.1 tons [75.5 metric tons]
Inventory rating:45.1 tons [41.0 metric tons]
Sufficiency rating:70.6
Estimated cost of work:$999,999,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201670.6FairGoodFairSatisfactory-10250
July 201470.6FairGoodFairSatisfactory-10250
July 201270.6FairGoodFairSatisfactory-10250
July 201070.6FairGoodFairSatisfactory-10250
September 200870.6FairGoodFairSatisfactory-10250
October 200770.6FairGoodFairSatisfactory-10250
November 200670.6FairGoodFairSatisfactory-10250
November 200570.6FairGoodFairSatisfactory-10250
September 200470.6FairSatisfactoryFairSatisfactory-10250
September 200370.6FairSatisfactoryFairSatisfactory-10250
July 200270.6FairSatisfactoryFairSatisfactory-10250
June 200170.6FairSatisfactoryFairSatisfactory-10250
October 19990.0FairGoodFairGood-10400
July 199866.5FairGoodFairGoodFO10250
December 199667.2FairGoodFairGood-10250
October 199564.8FairVery GoodFairGood-10250
October 199464.8FairVery GoodFairGood-10250
October 199364.8FairVery GoodFairGood-10250
October 199276.0FairVery GoodSatisfactoryGood-10250
June 199176.0FairVery GoodSatisfactoryGood-10250