SAYRE AVE over I- 90 JFK & CTA


+41.98240, -87.80102
41°58'57" N, 87°48'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SAYRE AVE over I- 90 JFK & CTA
Structure number:016110400000000
Old structure number:000016110426301 (from 1992 edition)
Location:0.3 M E IL 43
Purpose:Carries highway overpass over highway
Route classification:Local (Urban) [19]
Length of largest span:83.0 ft. [25.3 m]
Total length:236.9 ft. [72.2 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:2009
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 1997]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:89.4 tons [81.3 metric tons]
Inventory rating:53.8 tons [48.9 metric tons]
Sufficiency rating:77.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,504,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201477.3Not deficientGoodVery GoodSatisfactory5000
September 201280.3Not deficientVery GoodVery GoodSatisfactory5000
September 201080.3Not deficientExcellentExcellentSatisfactory5009
December 200950.3Not deficientPoorPoorFair5009
September 200849.0Structurally deficientPoorPoorFair5009
November 200749.0Structurally deficientPoorPoorFair5009
November 200632.0Structurally deficientPoorSeriousFair5009
February 200632.0Structurally deficientPoorSeriousFair5009
August 200432.0Structurally deficientPoorSeriousFair5009
January 200449.0Structurally deficientPoorPoorFair5009
November 200265.0Structurally deficientPoorSatisfactoryFair5009
June 200165.0Structurally deficientPoorSatisfactoryFair5009
August 199965.0Structurally deficientPoorSatisfactoryFair5009
June 199865.0Structurally deficientPoorSatisfactoryFair5009
October 199765.0Structurally deficientPoorSatisfactoryFair5009
September 199680.0Structurally deficientPoorSatisfactoryFair-
November 199480.0Structurally deficientPoorSatisfactoryFair-
December 199380.0Structurally deficientPoorSatisfactoryFair-
December 199291.0Structurally deficientPoorSatisfactorySatisfactory-
December 199191.0Structurally deficientPoorSatisfactorySatisfactory-