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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 2014 

Status:Open, no restriction [A]
Average daily traffic:35,000 [as of 2014]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201486.0Not deficientSatisfactoryFairGood35000
June 201286.0Not deficientSatisfactoryFairGood148800
June 201086.0Not deficientSatisfactoryFairGood56600
June 200886.0Not deficientSatisfactoryFairGood42650
June 200697.0Not deficientSatisfactorySatisfactoryGood17850
May 200597.0Not deficientGoodSatisfactoryGood17850
August 200397.0Not deficientGoodSatisfactoryGood52950
April 200297.0Not deficientGoodSatisfactoryGood52950
July 200097.0Not deficientGoodSatisfactoryGood35050
June 199997.0Not deficientGoodSatisfactoryGood42200
June 199897.0Not deficientGoodSatisfactoryVery Good42200
September 199770.0Structurally deficientGoodSatisfactoryPoor42200
September 199670.0Not deficientGoodGoodPoor42200
November 199497.0Not deficientVery GoodVery GoodVery Good41150
December 199397.0Not deficientVery GoodVery GoodVery Good34000
January 199397.0Not deficientVery GoodVery GoodVery Good75100
November 199197.0Not deficientVery GoodVery GoodVery Good75100