I 35W SB on ramp over Quarry Center outlet


+45.00322, -93.23192
45°00'12" N, 93°13'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 35W SB on ramp over Quarry Center outlet
Structure number:27889
Location:1.5 MI SW OF JCT TH 280
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:34.5 ft. [10.5 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1972
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:3
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,000 [as of 1994]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:90.3
Estimated cost of work:$553,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryGoodSatisfactory700090.3
June 2016FairGoodGoodSatisfactory700092.3
June 2014FairGoodGoodSatisfactory700092.3
June 2012GoodGoodGoodGood700092.3
May 2010GoodGoodGoodGood700092.3
July 2008GoodGoodGoodGood700092.3
October 2007GoodGoodGoodGood700092.3
October 2006GoodGoodGoodGood700092.3
August 2005GoodGoodGoodGood700092.3
June 2004GoodGoodGoodGood700092.3
November 2003GoodGoodGoodGood700092.3
September 2002GoodGoodGoodGood700092.3
January 2002GoodGoodGoodGood700092.3
June 1999GoodGoodGoodVery Good700092.3
June 1997GoodGoodGoodVery Good700092.6
July 1996GoodGoodGoodVery Good700092.6
May 1995GoodGoodGoodVery Good700088.7
August 1993GoodGoodGoodVery Good700088.7
September 1992GoodGoodGoodVery Good700088.7
November 1991GoodGoodGoodVery Good700088.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.5124427000
Steel Protective Coatingsq. ft.5,9945,482442070
Reinforced Concrete Decksq. ft.4,4294,39714180
Wearing Surfacessq. ft.4,0364,00020160
Reinforced Concrete Columneach43100
Reinforced Concrete Abutmentlinear ft.8170740
Reinforced Concrete Pier Caplinear ft.73393400
Pourable Jointlinear ft.40002317
Compression Jointlinear ft.1240167236
Movable Bearingeach84310
Fixed Bearingeach86200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2562084800
Steel Protective Coatingsq. ft.2563020548
Reinforced Concrete Bridge Raillinear ft.256002560