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LYNDALE AVE N over SHINGLE CREEK

Map

Coordinates:
+45.03329, -93.28812
45°01'60" N, 93°17'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LYNDALE AVE N over SHINGLE CREEK
Structure number:27719
Location:0.1 MI N OF 42ND AVE N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:86.9 ft. [26.5 m]
Total length:92.5 ft. [28.2 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,962 [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:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:82.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodGoodGoodGood896282.0
August 2017GoodGoodGoodGood896282.0
July 2016GoodGoodGoodGood870082.0
July 2015GoodGoodGoodGood870082.0
August 2014GoodGoodGoodGood870082.0
August 2013GoodGoodGoodGood560082.3
August 2012GoodGoodGoodVery Good560082.3
July 2011GoodGoodGoodVery Good560082.3
September 2010GoodGoodGoodVery Good560082.3
August 2009GoodGoodVery GoodVery Good560080.3
July 2008GoodGoodVery GoodVery Good551580.4
July 2007GoodGoodVery GoodVery Good560082.3
August 2006GoodGoodVery GoodVery Good560082.3
July 2005GoodGoodVery GoodVery Good790082.1
July 2004GoodGoodVery GoodVery Good790082.1
September 2003GoodGoodVery GoodVery Good670082.2
September 2002GoodGoodVery GoodVery Good730082.1
September 2001GoodGoodVery GoodVery Good730082.1
August 2000GoodGoodVery GoodVery Good730081.1
August 1999GoodGoodVery GoodVery Good730081.1
August 1998GoodGoodVery GoodVery Good730081.1
July 1997GoodGoodVery GoodVery Good770080.5
September 1996GoodGoodVery GoodVery Good770080.5
August 1995GoodGoodVery GoodVery Good683080.4
September 1994GoodGoodVery GoodVery Good680080.4
September 1993GoodVery GoodVery GoodVery Good716080.3
September 1992GoodGoodVery GoodVery Good820080.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.896896000
Deck
Prestressed Concrete Top Flangesq. ft.6,5106,510000
Wearing Surfacessq. ft.4,81104,81100
Substructure
Reinforced Concrete Abutmentlinear ft.181181000
Joints
Strip Seal Jointlinear ft.141014100
Pourable Jointlinear ft.141000141
Bearings
Fixed Bearingeach2222000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.325032500
Steel Protective Coatingsq. ft.823082300
Reinforced Concrete Bridge Raillinear ft.325032500