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E 50 ST over I 35W

Map 

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

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201592.4Not deficientVery GoodVery GoodVery Good6100
July 201392.4Not deficientVery GoodVery GoodVery Good6100
August 201192.4Not deficientVery GoodVery GoodVery Good6100
August 201094.4Not deficientVery GoodExcellentExcellent6100
October 200994.4Not deficientExcellentExcellentExcellent6100
October 200894.4Not deficientVery GoodVery GoodVery Good6100
January 200794.4Not deficientVery GoodVery GoodVery Good6100