Share:

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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201595.0GoodGoodGoodGood-10000
June 201395.0GoodGoodGoodGood-10000
June 201195.0GoodGoodGoodGood-10000
November 200995.0GoodGoodGoodGood-10000
November 200795.0GoodGoodGoodGood-10000
July 200695.0GoodGoodGoodGood-10000
December 200495.0GoodGoodGoodGood-10000
October 200295.0GoodGoodGoodGood-10000
October 200193.0GoodGoodGoodGoodFO10000
November 200093.0GoodGoodVery GoodVery GoodFO10000
July 19990.0GoodGoodVery GoodVery Good-128000
July 199893.0GoodGoodVery GoodVery Good-10000
August 199792.0GoodGoodVery GoodVery Good-10000
October 199692.0GoodGoodVery GoodVery Good-10000
October 199592.0GoodGoodExcellentExcellent-10000
September 199492.0GoodGoodExcellentExcellent-10000
October 199392.0GoodGoodExcellentExcellent-10000
October 199292.0GoodVery GoodExcellentExcellent-1