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I- 90,94 NWB JFK over KEDZIE & BELMONT AVS

Map

Coordinates:
+41.93878, -87.70673
41°56'20" N, 87°42'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I- 90,94 NWB JFK over KEDZIE & BELMONT AVS
Structure number:016012200000000
Old structure number:000016012203820 (from 1992 edition)
Location:3 M NW IL 64
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:145.0 ft. [44.2 m]
Total length:204.1 ft. [62.2 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1994
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:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:137,550 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:75.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,359,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairGoodSatisfactorySatisfactory13755075.0
September 2014FairGoodSatisfactorySatisfactory13255075.0
January 2013FairGoodSatisfactorySatisfactory49680059.0
January 2011FairGoodSatisfactorySatisfactory15700077.0
January 2009FairGoodSatisfactorySatisfactory14900077.0
November 2006FairGoodFairSatisfactory13685066.0
November 2004FairGoodFairSatisfactory13985066.0
June 2003FairGoodSatisfactorySatisfactory13920077.0
May 2002FairGoodSatisfactorySatisfactory13610077.0
July 2000FairGoodSatisfactorySatisfactory14050077.0
February 1999FairGoodSatisfactorySatisfactory13975077.0
September 1997FairVery GoodSatisfactoryFair13730066.0
October 1996FairVery GoodFairFair12630066.0
October 1994FairExcellentFairFair10430064.6
December 1993PoorPoorFairFair12350058.6
December 1992PoorPoorFairFair13140058.6
December 1991PoorPoorFairGood13140058.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,6482,6371100
Deck
Reinforced Concrete Decksq. ft.15,10013,4581,64200
Substructure
Reinforced Concrete Columneach1715200
Reinforced Concrete Abutmentlinear ft.169168100
Steel Pier Caplinear ft.33818215600
Reinforced Concrete Pier Caplinear ft.3523232900
Joints
Strip Seal Jointlinear ft.30220210000
Compression Jointlinear ft.3823325000
Bearings
Elastomeric Bearingeach2802800
Fixed Bearingeach90900
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.491049100
Deck
Reinforced Concrete Slabsq. ft.8808008000