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I-290 IKE over S BR CHICAGO RIVER

Map

Coordinates:
+41.87570, -87.63621
41°52'33" N, 87°38'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-290 IKE over S BR CHICAGO RIVER
Structure number:016244500000000
Old structure number:000016244528778 (from 1992 edition)
Location:W FRANKLIN AVE
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:221.5 ft. [67.5 m]
Total length:335.0 ft. [102.1 m]
Roadway width between curbs:83.7 ft. [25.5 m]
Deck width edge-to-edge:108.6 ft. [33.1 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Steel plate (includes orthotropic) [5]
Wearing surface:Other [9]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:82,600 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:64.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,304,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairVery GoodSatisfactorySatisfactory8260064.0
July 2014FairVery GoodSatisfactorySatisfactory9790062.2
August 2012FairExcellentSatisfactorySatisfactory6660068.0
September 2011PoorPoorPoorSatisfactory2520013.2
October 2010PoorPoorPoorSatisfactory2520013.2
February 2010PoorPoorPoorSatisfactory1390009.2
September 2008PoorPoorPoorSatisfactory1390009.2
October 2007PoorPoorPoorSatisfactory1390009.2
December 2006PoorPoorSeriousSatisfactory1390002.0
January 2006PoorPoorCriticalSatisfactory1390002.0
March 2005PoorFairCriticalGood1390002.0
March 2003PoorFairPoorGood12360032.0
August 2000FairFairFairGood12360047.7
August 1999FairSatisfactoryFairGood12360049.0
July 1998FairSatisfactoryFairGood12360049.0
February 1996FairSatisfactorySatisfactoryVery Good12360068.5
May 1994FairGoodSatisfactoryVery Good12540963.9
May 1993FairGoodSatisfactoryVery Good12540963.9
May 1992FairGoodSatisfactoryVery Good12540961.9
October 1991FairGoodSatisfactoryVery Good12540961.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,3281,02630200
Steel Trusslinear ft.4433578600
Steel Floor Beamlinear ft.9098496000
Steel Gusset Plateeach1681501800
Substructure
Steel Pier Caplinear ft.50125324800
Deck
Corrugated or Orthotropic Decksq. ft.19,53419,534000
Joints
Open Jointlinear ft.2602006000
Bearings
Movable Bearingeach4804800
Fixed Bearingeach8008000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.452044840