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LYNDALE AVE NB over I 94; SB OFF RAMP

Map

Coordinates:
+44.98999, -93.28775
44°59'24" N, 93°17'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LYNDALE AVE NB over I 94; SB OFF RAMP
Structure number:27715
Location:0.4 MI N OF JCT TH 55
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:210.3 ft. [64.1 m]
Total length:552.5 ft. [168.4 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1979
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:4
Main spans material:Steel continuous [4]
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 1978]
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.2
Estimated cost of work:$786,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryGoodGood450080.2
July 2015FairSatisfactoryGoodGood450080.2
July 2013FairSatisfactoryGoodGood450079.2
November 2011FairSatisfactoryGoodGood450079.2
November 2009FairSatisfactoryGoodGood450079.2
August 2008FairSatisfactoryGoodGood450079.2
October 2007FairSatisfactoryGoodGood450079.2
October 2006FairSatisfactoryGoodGood450079.2
November 2005FairSatisfactoryGoodGood450079.2
August 2004FairSatisfactoryGoodGood450079.2
September 2003FairSatisfactorySatisfactoryGood450079.2
July 2002FairSatisfactorySatisfactoryGood450079.2
June 2000FairSatisfactorySatisfactoryGood450079.2
June 1999FairGoodSatisfactoryGood1150000.0
June 1998FairGoodSatisfactoryGood450079.2
August 1997GoodGoodGoodGood450078.2
October 1996GoodGoodGoodGood450078.2
September 1995GoodGoodGoodGood450078.1
August 1994GoodGoodGoodGood450078.1
October 1993GoodGoodGoodGood450078.1
September 1992GoodGoodGoodGood450078.1
October 1991GoodGoodGoodGood450078.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,3123,312000
Steel Protective Coatingsq. ft.64,9256,49245,44812,9850
Deck
Reinforced Concrete Decksq. ft.24,45023,9901393210
Wearing Surfacessq. ft.15,36415,03233200
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.156154200
Reinforced Concrete Pier Caplinear ft.100100000
Joints
Strip Seal Jointlinear ft.170017000
Pourable Jointlinear ft.170001700
Bearings
Elastomeric Bearingeach1515000
Fixed Bearingeach50500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1121,0397210
Steel Protective Coatingsq. ft.6,67206,0046680
Reinforced Concrete Bridge Raillinear ft.1,6401,14549500
Deck
Reinforced Concrete Slabsq. ft.1,3001,300000
Wearing Surfacessq. ft.8257933200