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49TH AVE N over SHINGLE CREEK

Map

Coordinates:
+45.04396, -93.30033
45°02'38" N, 93°18'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:49TH AVE N over SHINGLE CREEK
Structure number:27514
Location:0.1 MI W OF HUMBOLDT AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:13°
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:MS 18 / HS 20 [5]
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:5,000 [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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:91.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodGoodGoodGood500091.7
August 2017GoodGoodGoodGood500091.7
August 2016GoodGoodGoodGood628090.6
July 2015FairFairFairGood628079.5
August 2014FairFairGoodGood628098.4
July 2013FairSatisfactoryGoodGood460099.6
August 2012FairSatisfactoryGoodGood460099.6
July 2011GoodGoodGoodGood460099.6
September 2010GoodGoodGoodGood460099.6
August 2009GoodGoodGoodGood460097.6
July 2008GoodGoodGoodGood503297.5
June 2007GoodGoodGoodGood480099.6
August 2006GoodGoodGoodGood480099.6
July 2005GoodGoodGoodGood490099.5
July 2004GoodGoodGoodGood490099.5
September 2003GoodGoodGoodGood580099.5
September 2002GoodGoodGoodGood580099.5
August 2001GoodGoodGoodGood580099.5
August 2000GoodGoodGoodGood580098.5
August 1999GoodGoodGoodGood580098.5
August 1998GoodGoodGoodGood580098.5
July 1997GoodGoodGoodGood550095.9
September 1996GoodGoodGoodGood550095.9
August 1995GoodGoodGoodGood571097.6
August 1994GoodGoodGoodGood570097.6
September 1993GoodGoodGoodGood558097.6
September 1992GoodGoodGoodGood638097.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.155015500
Steel Pileeach2201660
Steel Protective Coatingsq. ft.553553000
Joints
Pourable Jointlinear ft.245245000
Bearings
Fixed Bearingeach2222000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.190190000
Steel Protective Coatingsq. ft.602602000
Deck
Reinforced Concrete Slabsq. ft.3,9203,00092000
Wearing Surfacessq. ft.3,0783,078000