+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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:133,050 [as of 2015]
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: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:73.4 tons [66.7 metric tons]
Inventory rating:47.1 tons [42.8 metric tons]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201592.0Functionally obsoleteGoodGoodGood133050
April 201392.0Functionally obsoleteGoodGoodGood128350
April 201194.0Functionally obsoleteGoodGoodGood147250
June 200977.0Functionally obsoleteGoodGoodGood143900
July 200777.0Functionally obsoleteGoodGoodGood131950
August 200577.0Functionally obsoleteGoodGoodGood135050
October 200477.0Functionally obsoleteGoodGoodGood135350
July 200377.0Functionally obsoleteGoodGoodGood134550
May 200277.0Not deficientGoodGoodGood131550
July 200077.0Functionally obsoleteGoodGoodGood114700
February 199977.0Functionally obsoleteGoodGoodGood135350
October 199777.0Functionally obsoleteVery GoodVery GoodVery Good133100
October 199677.0Functionally obsoleteVery GoodGoodVery Good129300
October 199477.0Functionally obsoleteExcellentGoodVery Good97050
December 199360.0Structurally deficientPoorFairFair123500
December 199260.0Structurally deficientPoorFairFair123800
December 199160.0Structurally deficientPoorFairFair123800