IL 50 (CICERO AVE over I- 90 JFK & CTA


+41.96326, -87.74710
41°57'48" N, 87°44'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IL 50 (CICERO AVE over I- 90 JFK & CTA
Structure number:016040000000000
Old structure number:000016040004122 (from 1992 edition)
Location:AT WILSON
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:82.7 ft. [25.2 m]
Total length:220.5 ft. [67.2 m]
Roadway width between curbs:57.7 ft. [17.6 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:44°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1997
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:3
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,700 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairFairFairSatisfactory2370080.0
March 2016FairFairFairSatisfactory1600080.0
March 2014FairFairFairSatisfactory3130080.0
March 2012FairFairFairSatisfactory2910082.0
April 2010FairGoodFairGood2860083.0
July 2008FairGoodFairGood2860083.0
July 2006FairGoodSatisfactoryGood3150094.0
August 2004FairGoodSatisfactoryGood3480094.0
January 2003FairGoodSatisfactoryGood2680094.0
August 2001FairGoodSatisfactoryGood2680094.0
January 2000FairGoodSatisfactoryGood2010094.0
February 1999FairGoodSatisfactoryGood3080094.0
March 1997FairGoodSatisfactoryGood3380094.0
May 1995FairSatisfactorySatisfactorySatisfactory3380092.0
November 1994FairSatisfactorySatisfactorySatisfactory3380092.0
December 1993FairSatisfactorySatisfactorySatisfactory2000092.0
December 1992FairSatisfactorySatisfactorySatisfactory3110093.0
January 1991FairSatisfactorySatisfactorySatisfactory3110092.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Pier Walllinear ft.98336410
Reinforced Concrete Abutmentlinear ft.2227814400
Reinforced Concrete Pier Caplinear ft.32016016000
Compression Jointlinear ft.2101605000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.437043700
Reinforced Concrete Slabsq. ft.17,36016,5607001000