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

Map

Coordinates:
+44.96623, -93.25157
44°57'58" 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, RAMPS; COLL RDS
Structure number:27876
Location:0.3 MI N OF E JCT 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:30.2 ft. [9.2 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Low slump Concrete [4]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,970 [as of 1994]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances 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:75.7 tons [68.8 metric tons]
Inventory rating:45.4 tons [41.3 metric tons]
Sufficiency rating:84.0
Estimated cost of work:$999,999,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201684.0GoodGoodGoodGood-11970
August 201484.0GoodGoodGoodGood-11970
September 201284.0GoodGoodGoodGood-11970
September 201084.0GoodGoodGoodGood-11970
September 200884.0GoodGoodGoodGood-11970
October 200783.0GoodGoodGoodGood-11970
November 200683.0GoodGoodGoodGood-11970
May 200583.0GoodGoodGoodGood-11970
September 200483.0GoodGoodGoodGood-11970
June 200383.0GoodGoodGoodGood-11970
September 200283.0GoodGoodGoodGood-11970
September 200183.0GoodGoodGoodGood-11970
January 200183.0FairVery GoodSatisfactoryGood-11970
November 19990.0FairSatisfactorySatisfactoryGood-101000
August 199883.0FairSatisfactorySatisfactoryGood-11970
August 199682.3FairSatisfactoryGoodGood-11970
May 199582.9FairSatisfactoryGoodGood-11970
October 199382.9FairSatisfactoryGoodGood-11970
October 199282.9FairSatisfactoryGoodGood-11970
December 199182.9FairSatisfactoryGoodGood-11970