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 2016

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201673.0FairFairSatisfactorySatisfactoryFO5000
August 201473.0FairFairSatisfactorySatisfactoryFO5000
October 201276.0FairFairSatisfactorySatisfactoryFO5000
November 201076.0FairFairSatisfactorySatisfactoryFO5009
December 200877.0FairSatisfactorySatisfactorySatisfactoryFO5009
February 200777.0FairSatisfactorySatisfactorySatisfactoryFO5009
February 200577.0FairSatisfactorySatisfactorySatisfactoryFO5009
September 200377.0FairSatisfactorySatisfactorySatisfactory-5009
April 200277.0FairSatisfactorySatisfactorySatisfactory-5009
June 200077.0FairGoodSatisfactorySatisfactoryFO5009
July 199877.0FairGoodSatisfactorySatisfactoryFO5009
October 199692.0FairGoodSatisfactorySatisfactoryFO-
October 199480.0FairFairSatisfactoryFairFO-
December 199380.0FairFairSatisfactoryFairFO-
December 199281.0FairSatisfactoryGoodFairFO-
December 199181.0FairSatisfactoryGoodFairFO-