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I-5 over DENNY WAY-LAKEVIEW V

Map

Coordinates:
+47.61938, -122.32867
47°37'10" N, 122°19'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-5 over DENNY WAY-LAKEVIEW V
Structure number:0006800A0000000
Location:2.9 N JCT I-90
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:104.0 ft. [31.7 m]
Total length:7077.4 ft. [2157.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
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:53
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:96,246 [as of 2016]
Truck traffic:4% of total traffic
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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:77.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$175,510,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory9624677.0
September 2015FairSatisfactorySatisfactorySatisfactory9517777.0
September 2013FairSatisfactorySatisfactorySatisfactory9517777.0
September 2011FairSatisfactorySatisfactorySatisfactory9959476.0
September 2009FairSatisfactorySatisfactorySatisfactory3681979.5
December 2007FairSatisfactorySatisfactorySatisfactory15670076.0
October 2005FairSatisfactorySatisfactorySatisfactory10800074.0
December 2003FairSatisfactorySatisfactorySatisfactory10800074.0
December 2001FairSatisfactorySatisfactorySatisfactory10800074.0
April 1999FairSatisfactorySatisfactorySatisfactory11200074.0
May 1997FairSatisfactorySatisfactorySatisfactory11200076.0
November 1995FairSatisfactorySatisfactorySatisfactory11200076.0
April 1993FairFairFairSatisfactory19130059.0
April 1991FairSatisfactorySatisfactoryGood11146671.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.4,4064,3800260
Prestressed Concrete Girder/Beamlinear ft.36,98436,984000
Deck
Reinforced Concrete Decksq. ft.495,257494,3895900278
Wearing Surfacessq. ft.463,8750463,022577276
Substructure
Prestressed Concrete Columneach178177010
Reinforced Concrete Columneach116113030
Reinforced Concrete Abutmentlinear ft.1941840100
Reinforced Concrete Pier Caplinear ft.5,4665,43810180
Joints
Strip Seal Jointlinear ft.3,29002,3199710
Open Jointlinear ft.120012000
Assembly without Seal Jointlinear ft.1830061122
Bearings
Elastomeric Bearingeach841841000
Movable Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.20,83820,822088
Reinforced Concrete Bridge Raillinear ft.20,83820,828460