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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 2014 

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
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,153,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201470.6Not deficientGoodFairSatisfactory10250
July 201270.6Not deficientGoodFairSatisfactory10250
July 201070.6Not deficientGoodFairSatisfactory10250
September 200870.6Not deficientGoodFairSatisfactory10250
October 200770.6Not deficientGoodFairSatisfactory10250
November 200670.6Not deficientGoodFairSatisfactory10250
November 200570.6Not deficientGoodFairSatisfactory10250
September 200470.6Not deficientSatisfactoryFairSatisfactory10250
September 200370.6Not deficientSatisfactoryFairSatisfactory10250
July 200270.6Not deficientSatisfactoryFairSatisfactory10250
June 200170.6Not deficientSatisfactoryFairSatisfactory10250
October 19990.0Not applicableGoodFairGood10400
July 199866.5Functionally obsoleteGoodFairGood10250
December 199667.2Not deficientGoodFairGood10250
October 199564.8Not deficientVery GoodFairGood10250
October 199464.8Not deficientVery GoodFairGood10250
October 199364.8Not deficientVery GoodFairGood10250
October 199276.0Not deficientVery GoodSatisfactoryGood10250
June 199176.0Not deficientVery GoodSatisfactoryGood10250