Share:

OHIO ST JFK FEEDER over N BR CHICAGO RIVER

Map

Coordinates:
+41.89244, -87.64241
41°53'33" N, 87°38'33" 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:32.2 ft. [9.8 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]
Wearing surface:Other [9]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
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:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:63.5 tons [57.7 metric tons]
Inventory rating:38.2 tons [34.7 metric tons]
Sufficiency rating:62.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201562.0FairSatisfactoryFairFair-39600
August 201462.0FairSatisfactoryFairFair-39600
December 201262.0FairSatisfactoryFairFair-39600
December 201062.0FairSatisfactoryFairFair-39600
December 200862.0FairSatisfactoryFairFair-39600
May 200762.0FairSatisfactorySatisfactoryFair-39600
August 200562.0FairSatisfactorySatisfactoryFair-97109
June 200462.0FairSatisfactorySatisfactoryFair-97109
November 200273.0FairSatisfactorySatisfactoryVery Good-97109
July 200173.0FairGoodSatisfactoryVery Good-97109
July 199973.7FairGoodSatisfactoryVery Good-35009
October 199773.0FairVery GoodSatisfactoryVery Good-76100
October 199673.0FairVery GoodSatisfactoryVery Good-76100
November 199489.0FairVery GoodSatisfactoryVery Good--
December 199389.0FairVery GoodSatisfactoryVery Good--
December 199278.0FairExcellentGoodFair--
December 199177.0FairFairGoodFair--

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.857608227220
Steel Girder/Beamlinear ft.6676402610
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