I- 90,94 NWB JFK over KEELER AVE


+41.95494, -87.73237
41°57'18" N, 87°43'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I- 90,94 NWB JFK over KEELER AVE
Structure number:016011300000000
Old structure number:000016011303812 (from 1992 edition)
Location:0.9 M SE IL 50
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:74.2 ft. [22.6 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:85.3 ft. [26.0 m]
Owner:State Highway Agency [01]
Year built:1957
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: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:136,800 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:95.9 tons [87.2 metric tons]
Inventory rating:56.0 tons [50.9 metric tons]
Sufficiency rating:81.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,181,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201681.0GoodGoodGoodGood-136800
April 201481.0GoodGoodGoodGood-131650
April 201263.0GoodGoodGoodGood-531400
April 201077.0GoodGoodGoodGoodFO157850
June 200877.0GoodGoodGoodGoodFO155550
May 200677.0GoodGoodGoodGoodFO140200
April 200577.0GoodVery GoodGoodVery GoodFO142500
February 200477.0GoodVery GoodGoodVery GoodFO141900
November 200277.0GoodVery GoodGoodVery GoodFO138400
April 200177.0GoodVery GoodGoodVery GoodFO121650
March 199977.0GoodVery GoodGoodVery GoodFO143200
October 199777.0GoodVery GoodGoodVery GoodFO144650
October 199675.0GoodVery GoodVery GoodVery GoodFO132300
October 199475.0GoodExcellentGoodVery GoodFO109100
December 199358.0PoorPoorFairGoodSD123500
December 199269.0PoorPoorSatisfactoryGoodSD127150
December 199169.0PoorPoorSatisfactoryGoodSD127150

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Closed Web/Box Girderlinear ft.100604000
Steel Girder/Beamlinear ft.2,4262,30512100
Reinforced Concrete Decksq. ft.16,82714,9291,89800
Reinforced Concrete Columneach1717000
Reinforced Concrete Pier Walllinear ft.262259300
Reinforced Concrete Abutmentlinear ft.170161090
Reinforced Concrete Pier Caplinear ft.432427500
Strip Seal Jointlinear ft.2162060100
Elastomeric Bearingeach3002730
Movable Bearingeach1501500
Fixed Bearingeach1501500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.395039500