53rd Ave over I 94


+45.05114, -93.28499
45°03'04" N, 93°17'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:53rd Ave over I 94
Structure number:27807
Location:1.3 MI S OF JCT TH 694
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:97.4 ft. [29.7 m]
Total length:261.2 ft. [79.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:18°
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:2
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:6,500 [as of 2005]
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.1 tons [31.9 metric tons]
Sufficiency rating:81.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201581.1Not deficientSatisfactorySatisfactoryGood6500
June 201380.1Not deficientGoodSatisfactoryGood6500
August 201180.1Not deficientGoodSatisfactoryGood6500
September 200980.2Not deficientGoodSatisfactoryGood6500
May 200780.2Not deficientGoodSatisfactoryGood6500
April 200680.2Not deficientGoodSatisfactoryGood6500
July 200480.2Not deficientSatisfactorySatisfactoryGood6700
July 200380.3Not deficientSatisfactorySatisfactoryGood5800
August 200280.3Not deficientSatisfactorySatisfactoryGood5800
May 200080.3Not deficientGoodSatisfactoryGood5800
200080.3Not deficientGoodSatisfactoryGood5800
July 199880.3Not deficientGoodSatisfactoryGood5800
October 199679.6Not deficientGoodGoodGood5900
September 199579.5Not deficientGoodGoodGood5700
July 199479.5Not deficientGoodGoodGood5700
September 199379.4Not deficientGoodGoodGood6000
August 199279.4Not deficientGoodGoodGood6000
October 199179.5Not deficientGoodGoodGood5650