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I 394 WB ON RAMPS over I 94, RAMP; LYNDALE

Map 

Coordinates:
+44.97510, -93.28734
44°58'30" N, 93°17'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 394 WB ON RAMPS over I 94, RAMP; LYNDALE
Structure number:27798
Location:AT THE JCT TH 394; 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:72.2 ft. [22.0 m]
Total length:316.6 ft. [96.5 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:17.1 ft. [5.2 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:10,000 [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:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.5 tons [68.6 metric tons]
Inventory rating:52.1 tons [47.4 metric tons]
Sufficiency rating:95.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,679,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201595.0Not deficientGoodGoodGood10000
June 201395.0Not deficientGoodGoodGood10000
June 201195.0Not deficientGoodGoodGood10000
November 200995.0Not deficientGoodGoodGood10000
November 200795.0Not deficientGoodGoodGood10000
July 200695.0Not deficientGoodGoodGood10000
December 200495.0Not deficientGoodGoodGood10000
October 200295.0Not deficientGoodGoodGood10000
October 200193.0Functionally obsoleteGoodGoodGood10000
November 200093.0Functionally obsoleteGoodVery GoodVery Good10000
20000.0Not applicableGoodVery GoodVery Good128000
July 199893.0Not deficientGoodVery GoodVery Good10000
August 199792.0Not deficientGoodVery GoodVery Good10000
October 199692.0Not deficientGoodVery GoodVery Good10000
October 199592.0Not deficientGoodExcellentExcellent10000
September 199492.0Not deficientGoodExcellentExcellent10000
October 199392.0Not deficientGoodExcellentExcellent10000
October 199292.0Not deficientVery GoodExcellentExcellent1
199292.0Not deficientExcellentExcellentExcellent1