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

Map

Coordinates:
+44.96983, -93.25284
44°58'11" N, 93°15'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:16.4 ft. [5.0 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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,970 [as of 1994]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:73.0
Estimated cost of work:$999,999,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodSatisfactoryFair1197073.0
August 2016GoodGoodGoodGood1197084.0
August 2014GoodGoodGoodGood1197084.0
September 2012GoodGoodGoodGood1197084.0
September 2010GoodGoodGoodGood1197084.0
September 2008GoodGoodGoodGood1197084.0
October 2007GoodGoodGoodGood1197083.0
November 2006GoodGoodGoodGood1197083.0
May 2005GoodGoodGoodGood1197083.0
September 2004GoodGoodGoodGood1197083.0
June 2003GoodGoodGoodGood1197083.0
September 2002GoodGoodGoodGood1197083.0
September 2001GoodGoodGoodGood1197083.0
January 2001FairVery GoodSatisfactoryGood1197083.0
November 1999FairSatisfactorySatisfactoryGood1010000.0
August 1998FairSatisfactorySatisfactoryGood1197083.0
August 1996FairSatisfactoryGoodGood1197082.3
May 1995FairSatisfactoryGoodGood1197082.9
October 1993FairSatisfactoryGoodGood1197082.9
October 1992FairSatisfactoryGoodGood1197082.9
December 1991FairSatisfactoryGoodGood1197082.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,52897855000
Steel Protective Coatingsq. ft.22,755020,0002,000755
Deck
Reinforced Concrete Decksq. ft.12,97112,46151000
Wearing Surfacessq. ft.10,1159,86525000
Substructure
Reinforced Concrete Columneach65100
Reinforced Concrete Abutmentlinear ft.1115528028
Reinforced Concrete Pier Caplinear ft.109109000
Joints
Strip Seal Jointlinear ft.104010400
Pourable Jointlinear ft.150001500
Bearings
Movable Bearingeach1601501
Fixed Bearingeach40400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4333646720