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RAMP (35WSB TO 62) over E 60 ST (MSAS 271)

Map 

Coordinates:
+44.89432, -93.27517
44°53'40" N, 93°16'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP (35WSB TO 62) over E 60 ST (MSAS 271)
Structure number:27V80
Location:0.2 MI N OF E JCT 35W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:86.3 ft. [26.3 m]
Total length:95.5 ft. [29.1 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:59.4 ft. [18.1 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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:1 [as of 2009]
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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:73.3 tons [66.6 metric tons]
Inventory rating:42.5 tons [38.6 metric tons]
Sufficiency rating:100.0
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
August 2015100.0Not deficientVery GoodVery GoodVery Good1
August 2013100.0Not deficientVery GoodVery GoodVery Good1
August 201198.0Not deficientVery GoodVery GoodVery Good1
August 201092.0Not deficientExcellentExcellentExcellent1
October 200992.0Not deficientExcellentExcellentExcellent1
October 200892.0Not deficientExcellentExcellentExcellent1
January 200892.0Not deficientExcellentExcellentExcellent-