HUBBARD ST over I- 90,94 JFK


+41.89006, -87.64921
41°53'24" N, 87°38'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:HUBBARD ST over I- 90,94 JFK
Structure number:016205000000000
Old structure number:000016205026311 (from 1992 edition)
Location:1 M N&NW I-290
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:98.4 ft. [30.0 m]
Total length:204.1 ft. [62.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:72.8 ft. [22.2 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1995
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 1997]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.5 tons [76.8 metric tons]
Inventory rating:45.2 tons [41.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,431,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201473.0Functionally obsoleteFairSatisfactorySatisfactory5000
October 201276.0Functionally obsoleteFairSatisfactorySatisfactory5000
November 201076.0Functionally obsoleteFairSatisfactorySatisfactory5009
December 200877.0Functionally obsoleteSatisfactorySatisfactorySatisfactory5009
February 200777.0Functionally obsoleteSatisfactorySatisfactorySatisfactory5009
February 200577.0Functionally obsoleteSatisfactorySatisfactorySatisfactory5009
September 200377.0Not deficientSatisfactorySatisfactorySatisfactory5009
April 200277.0Not deficientSatisfactorySatisfactorySatisfactory5009
June 200077.0Functionally obsoleteGoodSatisfactorySatisfactory5009
July 199877.0Functionally obsoleteGoodSatisfactorySatisfactory5009
October 199692.0Functionally obsoleteGoodSatisfactorySatisfactory-
October 199480.0Functionally obsoleteFairSatisfactoryFair-
December 199380.0Functionally obsoleteFairSatisfactoryFair-
December 199281.0Functionally obsoleteSatisfactoryGoodFair-
December 199181.0Functionally obsoleteSatisfactoryGoodFair-