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


+41.98468, -87.85485
41°59'05" N, 87°51'17" 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:15.1 ft. [4.6 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 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:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Operating rating:102.3 tons [93.0 metric tons]
Inventory rating:61.3 tons [55.7 metric tons]
Sufficiency rating:95.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,624,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201695.0FairGoodSatisfactoryGood-42400
July 201495.0FairGoodSatisfactoryGood-35000
July 201295.0FairGoodSatisfactoryGood-148800
June 201095.0FairGoodSatisfactoryGood-56600
August 200896.0GoodGoodGoodGood-42650
June 200696.0GoodGoodGoodGood-17850
May 200596.0GoodGoodGoodGood-17850
January 200496.0GoodGoodGoodGood-52950
October 200296.0GoodGoodGoodGood-52950
July 200096.0FairGoodGoodSatisfactory-35050
June 199996.0FairGoodGoodSatisfactory-42200
June 199896.0FairGoodGoodSatisfactory-42200
September 199769.0PoorGoodGoodPoorSD42200
October 199669.0PoorGoodGoodPoorSD42200
November 199496.0GoodGoodGoodGood-41150
November 199396.0GoodGoodGoodGood-34000
January 199396.0GoodGoodVery GoodGood-75100
November 199196.0GoodGoodVery GoodGood-75100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Closed Web/Box Girderlinear ft.34029535100
Steel Girder/Beamlinear ft.4,8714,46240540
Reinforced Concrete Decksq. ft.37,01936,89912000
Reinforced Concrete Columneach3731060
Reinforced Concrete Pier Walllinear ft.151143710
Reinforced Concrete Abutmentlinear ft.9382470
Reinforced Concrete Pier Caplinear ft.24414430700
Strip Seal Jointlinear ft.2560171850
Pourable Jointlinear ft.90045450
Compression Jointlinear ft.90045450
Elastomeric Bearingeach2802800
Fixed Bearingeach3500350
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,68001,668120