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 2015 

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:73.7 tons [67.0 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:85.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201585.2Not deficientSatisfactorySatisfactoryGood25400
September 201485.2Not deficientSatisfactorySatisfactoryGood25400
May 201385.2Not deficientSatisfactorySatisfactoryGood25400
July 201285.2Not deficientSatisfactoryGoodGood25400
October 201185.2Not deficientSatisfactoryGoodGood25400
July 201085.2Not deficientSatisfactoryGoodGood25400
September 200985.2Not deficientSatisfactoryGoodGood25400
July 200885.2Not deficientSatisfactoryGoodGood25400
May 200785.2Not deficientSatisfactoryGoodGood25400
April 200685.2Not deficientSatisfactoryGoodGood25400
July 200585.2Not deficientSatisfactoryGoodGood25400
July 200485.2Not deficientSatisfactoryGoodGood25400
July 200385.2Not deficientSatisfactoryGoodGood25400
July 200285.2Not deficientSatisfactoryGoodGood25400
June 200285.2Not deficientGoodGoodGood25400
June 200085.2Not deficientGoodGoodGood25400
October 19990.0Not applicableGoodGoodGood17500
September 199885.2Not deficientGoodGoodGood25400
September 199781.5Not deficientGoodGoodGood25400
October 199681.5Not deficientGoodVery GoodGood25400
October 199582.5Not deficientGoodVery GoodVery Good25400
October 199482.5Not deficientGoodVery GoodVery Good25400
October 199382.5Not deficientGoodVery GoodVery Good25400
October 199282.5Not deficientGoodVery GoodVery Good25400
July 199181.5Not deficientVery GoodVery GoodVery Good25400