OGDEN AVE SWB over I- 90,94 JFK


+41.89472, -87.65606
41°53'41" N, 87°39'22" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OGDEN AVE SWB over I- 90,94 JFK
Structure number:016204700000000
Old structure number:000016204726308 (from 1992 edition)
Location:1.5 M N&NW I-290
Purpose:Carries highway overpass over highway
Route classification:Collector (Urban) [17]
Length of largest span:93.8 ft. [28.6 m]
Total length:218.2 ft. [66.5 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1999
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: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,500 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:65.6 tons [59.6 metric tons]
Sufficiency rating:77.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,096,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201577.0FairSatisfactorySatisfactorySatisfactoryFO10500
May 201377.0FairSatisfactorySatisfactorySatisfactoryFO10500
June 201177.0FairSatisfactorySatisfactorySatisfactoryFO10000
August 200977.0FairSatisfactorySatisfactorySatisfactoryFO9300
September 200777.0FairGoodSatisfactorySatisfactory-9300
September 200577.0FairGoodSatisfactorySatisfactory-11100
November 200477.0FairGoodSatisfactorySatisfactory-11100
August 200377.0FairVery GoodSatisfactorySatisfactory-11100
March 200277.0FairVery GoodSatisfactorySatisfactory-11100
February 200077.0FairExcellentSatisfactorySatisfactoryFO8750
October 199775.7FairFairSatisfactorySatisfactoryFO8750
October 199675.7FairFairSatisfactorySatisfactoryFO8500
October 199475.7FairFairSatisfactorySatisfactoryFO8500
December 199375.7FairFairSatisfactorySatisfactoryFO8500
December 199265.7FairSatisfactoryFairSatisfactoryFO8500
December 199165.7FairSatisfactoryFairSatisfactoryFO8500