E 50 ST over I 35W


+44.91222, -93.27444
44°54'44" N, 93°16'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:E 50 ST over I 35W
Structure number:27V87
Location:1.5 MI N OF JCT MN 62
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:101.7 ft. [31.0 m]
Total length:211.0 ft. [64.3 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,100 [as of 2005]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:64.7 tons [58.8 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:92.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201592.4GoodVery GoodVery GoodVery Good-6100
July 201392.4GoodVery GoodVery GoodVery Good-6100
August 201192.4GoodVery GoodVery GoodVery Good-6100
August 201094.4GoodVery GoodExcellentExcellent-6100
October 200994.4GoodExcellentExcellentExcellent-6100
October 200894.4GoodVery GoodVery GoodVery Good-6100
January 200794.4GoodVery GoodVery GoodVery Good-6100