+41.89934, -87.66021
41°53'58" N, 87°39'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:MILWAUKEE AVE over I- 90,94 JFK
Structure number:016204500000000
Old structure number:000016204526306 (from 1992 edition)
Location:1.2 M SE IL 64
Purpose:Carries highway overpass over highway
Route classification:Collector (Urban) [17]
Length of largest span:209.7 ft. [63.9 m]
Total length:548.6 ft. [167.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:8,750 [as of 2014]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:73.0 tons [66.4 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,948,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201464.0Functionally obsoleteSatisfactorySatisfactoryFair8750
March 201346.0Functionally obsoleteSatisfactorySatisfactoryFair12200
March 201166.0Functionally obsoleteGoodSatisfactoryFair12200
May 200966.0Functionally obsoleteGoodSatisfactoryFair12800
June 200766.0Functionally obsoleteGoodSatisfactoryFair12800
August 200566.0Not deficientVery GoodSatisfactoryFair16200
November 200466.0Not deficientVery GoodSatisfactoryFair16200
July 200366.0Not deficientVery GoodSatisfactoryFair16200
July 200266.0Not deficientVery GoodSatisfactoryFair16200
June 200066.0Not deficientVery GoodSatisfactoryFair13200
February 199966.0Not deficientExcellentSatisfactoryFair13200
November 199663.0Structurally deficientPoorFairFair16200
October 199463.0Structurally deficientPoorFairFair16200
December 199363.0Structurally deficientPoorFairFair14000
November 199263.0Structurally deficientPoorSatisfactoryFair14000
December 199163.0Structurally deficientPoorSatisfactoryFair14000