+41.94130, -87.71247
41°56'29" N, 87°42'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I- 90,94 NWB JFK over KIMBALL AVE
Structure number:016110900000000
Old structure number:000016110926109 (from 1992 edition)
Location:1.3 M SE IL 19
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:88.9 ft. [27.1 m]
Total length:218.5 ft. [66.6 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1994
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:133,200 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:57.0 tons [51.8 metric tons]
Sufficiency rating:92.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,299,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201792.0FairSatisfactoryGoodGoodFO133200
April 201592.0GoodGoodGoodGoodFO133050
April 201392.0GoodGoodGoodGoodFO128350
April 201194.0GoodGoodGoodGoodFO147250
June 200977.0GoodGoodGoodGoodFO143900
July 200777.0GoodGoodGoodGoodFO131950
August 200577.0GoodGoodGoodGoodFO135050
October 200477.0GoodGoodGoodGoodFO135350
July 200377.0GoodGoodGoodGoodFO134550
May 200277.0GoodGoodGoodGood-131550
July 200077.0GoodGoodGoodGoodFO114700
February 199977.0GoodGoodGoodGoodFO135350
October 199777.0GoodVery GoodVery GoodVery GoodFO133100
October 199677.0GoodVery GoodGoodVery GoodFO129300
October 199477.0GoodExcellentGoodVery GoodFO97050
December 199360.0PoorPoorFairFairSD123500
December 199260.0PoorPoorFairFairSD123800
December 199160.0PoorPoorFairFairSD123800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Closed Web/Box Girderlinear ft.50203000
Steel Girder/Beamlinear ft.2,6212,621000
Reinforced Concrete Decksq. ft.15,68812,0383,65000
Reinforced Concrete Columneach1515000
Reinforced Concrete Pier Walllinear ft.142142000
Reinforced Concrete Abutmentlinear ft.154149500
Reinforced Concrete Pier Caplinear ft.2962833100
Strip Seal Jointlinear ft.7777000
Compression Jointlinear ft.7707700
Elastomeric Bearingeach2401806
Movable Bearingeach1201200
Fixed Bearingeach1201200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.430043000