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QUEEN AVE N over SHINGLE CREEK

Map

Coordinates:
+45.04979, -93.31012
45°02'59" N, 93°18'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:QUEEN AVE N over SHINGLE CREEK
Structure number:27507
Location:0.4 MI N OF 49TH AVE N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:37.1 ft. [11.3 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:730 [as of 2017]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodGoodGoodGood73094.4
August 2017GoodGoodGoodGood100693.4
August 2016GoodGoodGoodGood100693.4
July 2015FairSatisfactorySatisfactoryGood100693.4
August 2014FairSatisfactoryGoodGood100094.4
July 2013FairSatisfactoryGoodGood80094.9
August 2012FairSatisfactoryGoodGood80094.9
July 2011FairSatisfactorySatisfactorySatisfactory80094.3
September 2010GoodGoodGoodGood80094.2
August 2009GoodGoodGoodGood80092.2
July 2008GoodGoodGoodGood78992.2
June 2007GoodGoodGoodGood50094.2
August 2006GoodGoodGoodGood50094.2
July 2005GoodGoodGoodGood100094.1
July 2004GoodGoodGoodGood100094.1
September 2003GoodGoodGoodGood90094.1
September 2002GoodGoodGoodGood165093.1
August 2001GoodGoodGoodGood165098.8
August 2000GoodGoodGoodGood165091.8
August 1999GoodGoodGoodGood165091.8
August 1998GoodGoodGoodGood165091.8
July 1997GoodGoodGoodGood110083.9
September 1996GoodGoodGoodGood110083.9
August 1995GoodGoodGoodGood88092.5
August 1994GoodGoodGoodGood89092.5
September 1993GoodGoodGoodGood89092.5
September 1992GoodVery GoodGoodGood93592.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.1484010800
Steel Pileeach2424000
Steel Protective Coatingsq. ft.603603000
Joints
Pourable Jointlinear ft.195195000
Bearings
Fixed Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2132011200
Steel Protective Coatingsq. ft.391039100
Reinforced Concrete Bridge Raillinear ft.213213000
Deck
Reinforced Concrete Slabsq. ft.3,7843,00078400
Wearing Surfacessq. ft.2,7562,756000