I 94 EB on ramp over Lyndale Avenue SB


+44.97441, -93.28688
44°58'28" N, 93°17'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 94 EB on ramp over Lyndale Avenue SB
Structure number:27799R
Location:0.1 MI S OF JCT TH 394
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:105.0 ft. [32.0 m]
Total length:783.8 ft. [238.9 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1969
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:3
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,400 [as of 1994]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:73.6 tons [66.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:85.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201685.2FairSatisfactorySatisfactoryGood-25400
May 201585.2FairSatisfactorySatisfactoryGood-25400
September 201485.2FairSatisfactorySatisfactoryGood-25400
May 201385.2FairSatisfactorySatisfactoryGood-25400
July 201285.2FairSatisfactoryGoodGood-25400
October 201185.2FairSatisfactoryGoodGood-25400
July 201085.2FairSatisfactoryGoodGood-25400
September 200985.2FairSatisfactoryGoodGood-25400
July 200885.2FairSatisfactoryGoodGood-25400
May 200785.2FairSatisfactoryGoodGood-25400
April 200685.2FairSatisfactoryGoodGood-25400
July 200585.2FairSatisfactoryGoodGood-25400
July 200485.2FairSatisfactoryGoodGood-25400
July 200385.2FairSatisfactoryGoodGood-25400
July 200285.2FairSatisfactoryGoodGood-25400
June 200285.2GoodGoodGoodGood-25400
June 200085.2GoodGoodGoodGood-25400
October 19990.0GoodGoodGoodGood-17500
September 199885.2GoodGoodGoodGood-25400
September 199781.5GoodGoodGoodGood-25400
October 199681.5GoodGoodVery GoodGood-25400
October 199582.5GoodGoodVery GoodVery Good-25400
October 199482.5GoodGoodVery GoodVery Good-25400
October 199382.5GoodGoodVery GoodVery Good-25400
October 199282.5GoodGoodVery GoodVery Good-25400
July 199181.5GoodVery GoodVery GoodVery Good-25400