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I 35W over E 60 ST (MSAS 271)

Map 

Coordinates:
+44.89417, -93.27472
44°53'39" N, 93°16'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 35W over E 60 ST (MSAS 271)
Structure number:27V81
Location:0.2 MI N OF E JCT 62; 35W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:91.5 ft. [27.9 m]
Total length:95.5 ft. [29.1 m]
Roadway width between curbs:157.5 ft. [48.0 m]
Deck width edge-to-edge:164.1 ft. [50.0 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span 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:85,000 [as of 2004]
Truck traffic:4% of total traffic
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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.5 tons [64.1 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:90.0
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 201590.0GoodVery GoodVery GoodVery Good-85000
July 201388.0GoodVery GoodVery GoodVery Good-85000
August 201188.0GoodVery GoodVery GoodVery Good-85000
August 201088.0GoodExcellentExcellentExcellent-85000
October 200988.0GoodExcellentExcellentExcellent-85000
October 200888.0GoodExcellentExcellentExcellent-85000
January 200888.0GoodExcellentExcellentExcellent-85000