I-190 WB JFK over I- 90 TOLL & D P RIV


+41.98341, -87.85654
41°59'00" N, 87°51'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-190 WB JFK over I- 90 TOLL & D P RIV
Structure number:016051300000000
Old structure number:000016051304190 (from 1992 edition)
Location:2.5 M W IL 43
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:124.3 ft. [37.9 m]
Total length:812.0 ft. [247.5 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1987
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:9
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:42,200 [as of 2018]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:68.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,624,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018PoorGoodPoorSatisfactory4220068.0
June 2017PoorGoodPoorSatisfactory4650068.0
June 2016FairGoodSatisfactoryGood4240095.0
July 2014FairGoodSatisfactoryGood3500095.0
July 2012FairGoodSatisfactoryGood14880095.0
June 2010FairGoodSatisfactoryGood5660095.0
August 2008GoodGoodGoodGood4265096.0
June 2006GoodGoodGoodGood1785096.0
May 2005GoodGoodGoodGood1785096.0
January 2004GoodGoodGoodGood5295096.0
October 2002GoodGoodGoodGood5295096.0
July 2000FairGoodGoodSatisfactory3505096.0
June 1999FairGoodGoodSatisfactory4220096.0
June 1998FairGoodGoodSatisfactory4220096.0
September 1997PoorGoodGoodPoor4220069.0
October 1996PoorGoodGoodPoor4220069.0
November 1994GoodGoodGoodGood4115096.0
November 1993GoodGoodGoodGood3400096.0
January 1993GoodGoodVery GoodGood7510096.0
November 1991GoodGoodVery GoodGood7510096.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.4,8714,4593413140
Reinforced Concrete Decksq. ft.35,71035,59012000
Reinforced Concrete Columneach3734030
Reinforced Concrete Pier Walllinear ft.4754591510
Reinforced Concrete Abutmentlinear ft.9391110
Reinforced Concrete Pier Caplinear ft.56846830700
Strip Seal Jointlinear ft.261002610
Pourable Jointlinear ft.9100910
Compression Jointlinear ft.9100910
Elastomeric Bearingeach62342800
Fixed Bearingeach62270350
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,6531,653000