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LYNDALE AVE NB over I 94; SB OFF RAMP

Map

Coordinates:
+44.98759, -93.28845
44°59'15" N, 93°17'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LYNDALE AVE NB over I 94; SB OFF RAMP
Structure number:27715
Location:0.4 MI N OF JCT TH 55
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:210.3 ft. [64.1 m]
Total length:552.5 ft. [168.4 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel continuous [4]
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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 1978]
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.4 tons [76.7 metric tons]
Inventory rating:50.3 tons [45.7 metric tons]
Sufficiency rating:80.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$786,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201580.2FairSatisfactoryGoodGoodFO4500
July 201379.2FairSatisfactoryGoodGoodFO4500
November 201179.2FairSatisfactoryGoodGoodFO4500
November 200979.2FairSatisfactoryGoodGoodFO4500
August 200879.2FairSatisfactoryGoodGoodFO4500
October 200779.2FairSatisfactoryGoodGoodFO4500
October 200679.2FairSatisfactoryGoodGoodFO4500
November 200579.2FairSatisfactoryGoodGoodFO4500
August 200479.2FairSatisfactoryGoodGoodFO4500
September 200379.2FairSatisfactorySatisfactoryGoodFO4500
July 200279.2FairSatisfactorySatisfactoryGoodFO4500
June 200079.2FairSatisfactorySatisfactoryGoodFO4500
June 19990.0FairGoodSatisfactoryGood-115000
June 199879.2FairGoodSatisfactoryGoodFO4500
August 199778.2GoodGoodGoodGoodFO4500
October 199678.2GoodGoodGoodGoodFO4500
September 199578.1GoodGoodGoodGoodFO4500
August 199478.1GoodGoodGoodGoodFO4500
October 199378.1GoodGoodGoodGoodFO4500
September 199278.1GoodGoodGoodGoodFO4500
October 199178.1GoodGoodGoodGoodFO4500