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I-190 EB JFK over DES PLAINES RIVER

Map

Coordinates:
+41.98429, -87.85640
41°59'03" N, 87°51'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:64.5 tons [58.6 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201686.0FairSatisfactoryFairGood-42400
May 201486.0FairSatisfactoryFairGood-35000
June 201286.0FairSatisfactoryFairGood-148800
June 201086.0FairSatisfactoryFairGood-56600
June 200886.0FairSatisfactoryFairGood-42650
June 200697.0FairSatisfactorySatisfactoryGood-17850
May 200597.0FairGoodSatisfactoryGood-17850
August 200397.0FairGoodSatisfactoryGood-52950
April 200297.0FairGoodSatisfactoryGood-52950
July 200097.0FairGoodSatisfactoryGood-35050
June 199997.0FairGoodSatisfactoryGood-42200
June 199897.0FairGoodSatisfactoryVery Good-42200
September 199770.0PoorGoodSatisfactoryPoorSD42200
September 199670.0PoorGoodGoodPoor-42200
November 199497.0GoodVery GoodVery GoodVery Good-41150
December 199397.0GoodVery GoodVery GoodVery Good-34000
January 199397.0GoodVery GoodVery GoodVery Good-75100
November 199197.0GoodVery GoodVery GoodVery Good-75100