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LYNDALE SB over HENNEPIN NB

Map

Coordinates:
+44.96478, -93.28897
44°57'53" N, 93°17'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LYNDALE SB over HENNEPIN NB
Structure number:27099
Location:AT THE JCT HENN AVE
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:52.5 ft. [16.0 m]
Total length:130.3 ft. [39.7 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:38°
Owner:City or Municipal Highway Agency [04]
Year built:1965
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,859 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:77.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairGoodSatisfactorySatisfactory985977.8
July 2017FairGoodSatisfactorySatisfactory985977.8
June 2016FairGoodGoodSatisfactory985977.8
July 2015FairGoodGoodSatisfactory985977.8
August 2014FairGoodGoodSatisfactory3087175.2
July 2013FairGoodGoodSatisfactory3087175.2
August 2012FairGoodGoodSatisfactory3087175.2
July 2011FairGoodGoodSatisfactory3087175.2
August 2010GoodGoodGoodVery Good3087175.2
June 2009GoodVery GoodGoodVery Good3087173.2
August 2008GoodVery GoodGoodVery Good3087173.2
June 2007GoodVery GoodGoodVery Good2410076.0
July 2006GoodVery GoodGoodVery Good2410076.0
July 2005GoodVery GoodGoodVery Good1700076.9
July 2004GoodVery GoodGoodVery Good1700076.9
August 2003GoodVery GoodGoodVery Good1580077.0
September 2002GoodVery GoodGoodVery Good2500075.9
August 2001GoodVery GoodGoodVery Good2500075.9
July 2000GoodVery GoodGoodVery Good2500073.9
August 1999GoodVery GoodGoodVery Good2500073.9
July 1998GoodVery GoodGoodVery Good2500073.9
July 1997GoodVery GoodGoodVery Good2050075.7
August 1996GoodVery GoodGoodVery Good2130075.7
October 1995GoodVery GoodGoodVery Good1388075.6
October 1994GoodVery GoodGoodVery Good1388077.7
October 1993GoodVery GoodGoodVery Good1388077.7
October 1992GoodVery GoodGoodVery Good1388077.7
July 1991GoodVery GoodGoodVery Good1388077.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.377037502
Deck
Reinforced Concrete Decksq. ft.4,18664,18000
Wearing Surfacessq. ft.3,75703,75700
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.7907540
Reinforced Concrete Pier Caplinear ft.71036350
Joints
Strip Seal Jointlinear ft.118011800
Pourable Jointlinear ft.118011800
Bearings
Movable Bearingeach99000
Fixed Bearingeach97200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.259259000