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


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


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]
Vertical clearance below bridge:16.7 ft. [5.1 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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 2015100.0GoodVery GoodVery GoodVery Good-1
August 2013100.0GoodVery GoodVery GoodVery Good-1
August 201198.0GoodVery GoodVery GoodVery Good-1
August 201092.0GoodExcellentExcellentExcellent-1
October 200992.0GoodExcellentExcellentExcellent-1
October 200892.0GoodExcellentExcellentExcellent-1
January 200892.0GoodExcellentExcellentExcellent--