I 94 over Shingle Creek


+45.03372, -93.28692
45°02'01" N, 93°17'13" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 94 over Shingle Creek
Structure number:27717
Location:2.6 MI S OF JCT TH 694
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:70.9 ft. [21.6 m]
Total length:76.4 ft. [23.3 m]
Roadway width between curbs:149.0 ft. [45.4 m]
Deck width edge-to-edge:156.2 ft. [47.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:124,000 [as of 2008]
Truck traffic:4% of total traffic
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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood12400085.0
June 2015GoodGoodGoodGood12400085.0
June 2013GoodGoodGoodGood12400085.0
August 2011GoodGoodGoodGood12400085.0
September 2009GoodGoodGoodGood12400085.0
May 2007GoodGoodGoodGood12600085.0
April 2006GoodGoodGoodGood12600085.0
July 2004GoodGoodGoodGood11500085.0
July 2003GoodGoodGoodGood11500085.0
August 2002GoodGoodGoodGood11000084.0
December 2001GoodGoodGoodGood11000084.0
May 2000GoodGoodGoodGood11000084.0
July 1999GoodGoodGoodGood11000084.0
July 1998GoodGoodGoodGood11000084.0
August 1997GoodGoodGoodGood11000083.0
October 1996GoodGoodGoodGood11000083.0
September 1995GoodGoodGoodGood10700083.0
July 1994GoodGoodGoodGood10400083.0
September 1993GoodGoodGoodGood10400083.0
August 1992GoodGoodGoodGood9600083.0
October 1991GoodGoodVery GoodGood9600083.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.1,3141,314000
Prestressed Concrete Top Flangesq. ft.11,95711,956100
Wearing Surfacessq. ft.11,38811,388000
Reinforced Concrete Abutmentlinear ft.3533361700
Strip Seal Jointlinear ft.298029800
Pourable Jointlinear ft.298002980
Compression Jointlinear ft.7372100
Elastomeric Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6085891900