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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.21,82321,1212924100
Deck
Reinforced Concrete Decksq. ft.14,8789,8785,00000
Substructure
Reinforced Concrete Pier Walllinear ft.1861723110
Reinforced Concrete Abutmentlinear ft.114114000
Reinforced Concrete Pier Caplinear ft.3002672940
Joints
Compression Jointlinear ft.300000300
Bearings
Elastomeric Bearingeach44033110
Fixed Bearingeach4403770
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.520052000