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

Map

Coordinates:
+44.96950, -93.25252
44°58'10" N, 93°15'09" W

Facts

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

Good/Fair/Poor Condition:Fair
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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:73.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodVery GoodFair173.0
August 2016GoodGoodVery GoodVery Good184.0
August 2014GoodGoodVery GoodVery Good183.0
September 2012GoodGoodVery GoodVery Good183.0
September 2010GoodGoodVery GoodVery Good183.0
October 2008GoodGoodVery GoodVery Good183.0
October 2007GoodGoodVery GoodVery Good179.3
November 2006GoodGoodVery GoodVery Good179.3
May 2005GoodGoodVery GoodVery Good179.3
September 2004GoodGoodVery GoodVery Good179.3
June 2003GoodGoodVery GoodVery Good179.3
September 2002GoodGoodVery GoodVery Good179.3
2000----180.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.79858821000
Steel Protective Coatingsq. ft.10,03906,0003,0001,039
Deck
Reinforced Concrete Decksq. ft.6,6196,45916000
Wearing Surfacessq. ft.6,0235,92310000
Substructure
Reinforced Concrete Columneach32100
Reinforced Concrete Abutmentlinear ft.77215600
Reinforced Concrete Pier Caplinear ft.4336340
Joints
Strip Seal Jointlinear ft.43281500
Pourable Jointlinear ft.1606508015
Bearings
Elastomeric Bearingeach88000
Fixed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.43333110200