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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:35,000 [as of 2014]
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:93.7 tons [85.2 metric tons]
Inventory rating:56.3 tons [51.2 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. ratingEvaluationDeckSuper.Sub.ADT
July 201495.0Not deficientGoodSatisfactoryGood35000
July 201295.0Not deficientGoodSatisfactoryGood148800
June 201095.0Not deficientGoodSatisfactoryGood56600
August 200896.0Not deficientGoodGoodGood42650
June 200696.0Not deficientGoodGoodGood17850
May 200596.0Not deficientGoodGoodGood17850
January 200496.0Not deficientGoodGoodGood52950
October 200296.0Not deficientGoodGoodGood52950
July 200096.0Not deficientGoodGoodSatisfactory35050
June 199996.0Not deficientGoodGoodSatisfactory42200
June 199896.0Not deficientGoodGoodSatisfactory42200
September 199769.0Structurally deficientGoodGoodPoor42200
October 199669.0Structurally deficientGoodGoodPoor42200
November 199496.0Not deficientGoodGoodGood41150
November 199396.0Not deficientGoodGoodGood34000
January 199396.0Not deficientGoodVery GoodGood75100
November 199196.0Not deficientGoodVery GoodGood75100