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6TH STREET / EB 94 over I 35W , COLL RDS; RAMPS

Map

Coordinates:
+44.96667, -93.25167
44°58'00" N, 93°15'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:6TH STREET / EB 94 over I 35W , COLL RDS; RAMPS
Structure number:27876A
Location:AT THE E JCT OF TH 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:107.9 ft. [32.9 m]
Total length:382.6 ft. [116.6 m]
Roadway width between curbs:15.4 ft. [4.7 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1 [as of 2009]
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.0 tons [64.5 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Sufficiency rating:84.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201684.0GoodGoodVery GoodVery GoodFO1
August 201483.0GoodGoodVery GoodVery GoodFO1
September 201283.0GoodGoodVery GoodVery GoodFO1
September 201083.0GoodGoodVery GoodVery GoodFO1
October 200883.0GoodGoodVery GoodVery GoodFO1
October 200779.3GoodGoodVery GoodVery Good-1
November 200679.3GoodGoodVery GoodVery Good-1
May 200579.3GoodGoodVery GoodVery Good-1
September 200479.3GoodGoodVery GoodVery Good-1
June 200379.3GoodGoodVery GoodVery Good-1
September 200279.3GoodGoodVery GoodVery Good-1
200080.2-----1