Share:

45TH AVE N over SHINGLE CREEK

Map

Coordinates:
+45.03657, -93.29338
45°02'12" N, 93°17'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:45TH AVE N over SHINGLE CREEK
Structure number:27506
Location:0.1 MI NE OF 44TH AVE N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:37.1 ft. [11.3 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 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:Fair
Status:Open, no restriction [A]
Average daily traffic:2,766 [as of 2017]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 minimum criteria [6]
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:95.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory276695.5
August 2017FairSatisfactorySatisfactorySatisfactory276695.5
August 2016FairSatisfactorySatisfactorySatisfactory247095.6
July 2015FairSatisfactorySatisfactorySatisfactory247095.6
August 2014FairSatisfactorySatisfactorySatisfactory247095.6
July 2013FairSatisfactorySatisfactorySatisfactory260094.0
August 2012FairSatisfactorySatisfactorySatisfactory260094.0
July 2011FairSatisfactorySatisfactorySatisfactory260099.8
September 2010GoodGoodGoodGood260099.8
August 2009GoodGoodGoodGood260097.8
July 2008GoodGoodGoodGood268797.8
July 2007GoodGoodGoodGood260099.8
August 2006GoodGoodGoodGood260099.8
July 2005GoodGoodGoodGood380099.6
July 2004GoodGoodGoodGood380099.6
September 2003GoodGoodGoodGood380099.6
September 2002GoodGoodGoodGood270099.8
September 2001GoodGoodGoodGood270099.7
August 2000GoodGoodGoodGood270098.7
August 1999GoodGoodGoodGood270098.7
August 1998GoodGoodGoodGood270098.7
July 1997GoodGoodGoodGood260096.0
September 1996GoodGoodGoodGood260096.0
August 1995GoodGoodGoodGood240097.8
September 1994GoodGoodGoodGood261097.8
September 1993GoodGoodGoodGood261097.8
September 1992GoodGoodGoodGood269097.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.178017800
Reinforced Concrete Pile Cap/Footinglinear ft.3703700
Steel Pileeach3202930
Steel Protective Coatingsq. ft.80306431600
Joints
Pourable Jointlinear ft.138013800
Bearings
Fixed Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.213213000
Steel Protective Coatingsq. ft.372037200
Reinforced Concrete Bridge Raillinear ft.213213000
Deck
Reinforced Concrete Slabsq. ft.4,81604,81600
Wearing Surfacessq. ft.3,78903,78900