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