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OHIO ST JFK FEEDER over N BR CHICAGO RIVER

Map

Coordinates:
+41.89243, -87.64331
41°53'33" N, 87°38'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OHIO ST JFK FEEDER over N BR CHICAGO RIVER
Structure number:016020200000000
Old structure number:000016020226650 (from 1992 edition)
Location:0.5 M E HALSTEDST
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:250.7 ft. [76.4 m]
Total length:361.6 ft. [110.2 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:89.6 ft. [27.3 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Closed Grating [4]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:39,600 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:46.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorSatisfactoryPoorFair3960046.0
September 2015FairSatisfactoryFairFair3960062.0
August 2014FairSatisfactoryFairFair3960062.0
December 2012FairSatisfactoryFairFair3960062.0
December 2010FairSatisfactoryFairFair3960062.0
December 2008FairSatisfactoryFairFair3960062.0
May 2007FairSatisfactorySatisfactoryFair3960062.0
August 2005FairSatisfactorySatisfactoryFair9710962.0
June 2004FairSatisfactorySatisfactoryFair9710962.0
November 2002FairSatisfactorySatisfactoryVery Good9710973.0
July 2001FairGoodSatisfactoryVery Good9710973.0
July 1999FairGoodSatisfactoryVery Good3500973.7
October 1997FairVery GoodSatisfactoryVery Good7610073.0
October 1996FairVery GoodSatisfactoryVery Good7610073.0
November 1994FairVery GoodSatisfactoryVery Good-89.0
December 1993FairVery GoodSatisfactoryVery Good-89.0
December 1992FairExcellentGoodFair-78.0
December 1991FairFairGoodFair-77.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.66761827220
Steel Girder/Beamlinear ft.85763022610
Steel Stringerlinear ft.1,5031,3191272829
Deck
Reinforced Concrete Decksq. ft.12,32412,192111210
Superstructure
Steel Trusslinear ft.1,5031,42753167
Steel Floor Beamlinear ft.2,5162,3011304144
Steel Gusset Plateeach1041423355
Substructure
Steel Columneach3636000
Reinforced Concrete Columneach1818000
Reinforced Concrete Pier Walllinear ft.5249210
Steel Pier Caplinear ft.359353402
Reinforced Concrete Pier Caplinear ft.231231000
Deck
Concrete Filled Grid Decksq. ft.24,52821,5712,95520
Joints
Compression Jointlinear ft.300003000
Open Jointlinear ft.267025584
Bearings
Fixed Bearingeach6065040
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.928000928
Reinforced Concrete Bridge Raillinear ft.45228516700