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I-190 EB JFK over DES PLAINES RIVER

Map

Coordinates:
+41.98341, -87.85638
41°59'00" N, 87°51'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-190 EB JFK over DES PLAINES RIVER
Structure number:016051400000000
Old structure number:000016051404191 (from 1992 edition)
Location:2.5 M W IL 43
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.0 ft. [19.8 m]
Total length:262.5 ft. [80.0 m]
Roadway width between curbs:51.2 ft. [15.6 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1988
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:42,400 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,624,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactoryFairGood4240086.0
May 2014FairSatisfactoryFairGood3500086.0
June 2012FairSatisfactoryFairGood14880086.0
June 2010FairSatisfactoryFairGood5660086.0
June 2008FairSatisfactoryFairGood4265086.0
June 2006FairSatisfactorySatisfactoryGood1785097.0
May 2005FairGoodSatisfactoryGood1785097.0
August 2003FairGoodSatisfactoryGood5295097.0
April 2002FairGoodSatisfactoryGood5295097.0
July 2000FairGoodSatisfactoryGood3505097.0
June 1999FairGoodSatisfactoryGood4220097.0
June 1998FairGoodSatisfactoryVery Good4220097.0
September 1997PoorGoodSatisfactoryPoor4220070.0
September 1996PoorGoodGoodPoor4220070.0
November 1994GoodVery GoodVery GoodVery Good4115097.0
December 1993GoodVery GoodVery GoodVery Good3400097.0
January 1993GoodVery GoodVery GoodVery Good7510097.0
November 1991GoodVery GoodVery GoodVery Good7510097.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.21,82321,1212924100
Deck
Reinforced Concrete Decksq. ft.14,8789,8785,00000
Substructure
Reinforced Concrete Pier Walllinear ft.1861723110
Reinforced Concrete Abutmentlinear ft.114114000
Reinforced Concrete Pier Caplinear ft.3002672940
Joints
Compression Jointlinear ft.300000300
Bearings
Elastomeric Bearingeach44033110
Fixed Bearingeach4403770
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.520052000