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OGDEN AVE SWB over I- 90,94 JFK

Map 

Coordinates:
+41.89472, -87.65606
41°53'41" N, 87°39'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201577.0Functionally obsoleteSatisfactorySatisfactorySatisfactory10500
May 201377.0Functionally obsoleteSatisfactorySatisfactorySatisfactory10500
June 201177.0Functionally obsoleteSatisfactorySatisfactorySatisfactory10000
August 200977.0Functionally obsoleteSatisfactorySatisfactorySatisfactory9300
September 200777.0Not deficientGoodSatisfactorySatisfactory9300
September 200577.0Not deficientGoodSatisfactorySatisfactory11100
November 200477.0Not deficientGoodSatisfactorySatisfactory11100
August 200377.0Not deficientVery GoodSatisfactorySatisfactory11100
March 200277.0Not deficientVery GoodSatisfactorySatisfactory11100
February 200077.0Functionally obsoleteExcellentSatisfactorySatisfactory8750
October 199775.7Functionally obsoleteFairSatisfactorySatisfactory8750
October 199675.7Functionally obsoleteFairSatisfactorySatisfactory8500
October 199475.7Functionally obsoleteFairSatisfactorySatisfactory8500
December 199375.7Functionally obsoleteFairSatisfactorySatisfactory8500
December 199265.7Functionally obsoleteSatisfactoryFairSatisfactory8500
December 199165.7Functionally obsoleteSatisfactoryFairSatisfactory8500