OGDEN AVE SWB over I- 90,94 JFK


+41.89468, -87.65597
41°53'41" N, 87°39'21" 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:13.1 ft. [4.0 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: April 2017

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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactorySatisfactory1050077.0
May 2015FairSatisfactorySatisfactorySatisfactory1050077.0
May 2013FairSatisfactorySatisfactorySatisfactory1050077.0
June 2011FairSatisfactorySatisfactorySatisfactory1000077.0
August 2009FairSatisfactorySatisfactorySatisfactory930077.0
September 2007FairGoodSatisfactorySatisfactory930077.0
September 2005FairGoodSatisfactorySatisfactory1110077.0
November 2004FairGoodSatisfactorySatisfactory1110077.0
August 2003FairVery GoodSatisfactorySatisfactory1110077.0
March 2002FairVery GoodSatisfactorySatisfactory1110077.0
February 2000FairExcellentSatisfactorySatisfactory875077.0
October 1997FairFairSatisfactorySatisfactory875075.7
October 1996FairFairSatisfactorySatisfactory850075.7
October 1994FairFairSatisfactorySatisfactory850075.7
December 1993FairFairSatisfactorySatisfactory850075.7
December 1992FairSatisfactoryFairSatisfactory850065.7
December 1991FairSatisfactoryFairSatisfactory850065.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,409701,309300
Reinforced Concrete Decksq. ft.10,92910,38154800
Reinforced Concrete Columneach104240
Reinforced Concrete Pier Walllinear ft.124124000
Reinforced Concrete Abutmentlinear ft.10198030
Reinforced Concrete Pier Caplinear ft.225225000
Compression Jointlinear ft.105105000
Elastomeric Bearingeach2020000
Movable Bearingeach1010000
Fixed Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.427042700