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I- 90,94 NWB JFK over SACRAMENTO AVE

Map

Coordinates:
+41.93658, -87.70263
41°56'12" N, 87°42'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I- 90,94 NWB JFK over SACRAMENTO AVE
Structure number:016107100000000
Old structure number:000016107126104 (from 1992 edition)
Location:2.7 M NW IL 64
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:86.9 ft. [26.5 m]
Total length:197.8 ft. [60.3 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:91.2 ft. [27.8 m]
Skew angle:38°
Owner:State Highway Agency [01]
Year built:1957
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: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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:145,500 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.2 tons [68.4 metric tons]
Inventory rating:47.7 tons [43.4 metric tons]
Sufficiency rating:93.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,213,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201793.0FairSatisfactoryGoodGoodFO145500
May 201593.0FairSatisfactoryGoodGoodFO145400
May 201393.0FairSatisfactoryGoodGoodFO140600
May 201193.0FairSatisfactoryGoodGoodFO159300
June 200977.0FairSatisfactoryGoodGoodFO155000
August 200777.0FairSatisfactoryGoodGoodFO145650
May 200677.0FairSatisfactoryGoodVery GoodFO146100
April 200577.0GoodGoodGoodVery GoodFO148500
February 200477.0GoodGoodGoodVery GoodFO148700
November 200277.0GoodGoodVery GoodVery GoodFO144550
April 200177.0GoodGoodVery GoodVery GoodFO125100
February 199977.0GoodGoodVery GoodVery GoodFO147550
October 199777.0GoodVery GoodVery GoodVery GoodFO144650
October 199675.0GoodVery GoodVery GoodVery GoodFO126300
November 199475.0GoodExcellentGoodVery GoodFO97950
December 199359.0PoorPoorFairGoodSD123500
December 199270.0PoorPoorSatisfactoryGoodSD127000
December 199170.0PoorPoorSatisfactoryGoodSD127000

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.7070000
Steel Girder/Beamlinear ft.2,3742,21815600
Deck
Reinforced Concrete Decksq. ft.11,9047,7044,20000
Substructure
Reinforced Concrete Columneach2323000
Reinforced Concrete Pier Walllinear ft.2571837400
Reinforced Concrete Abutmentlinear ft.231231000
Reinforced Concrete Pier Caplinear ft.488488000
Joints
Strip Seal Jointlinear ft.244244000
Bearings
Elastomeric Bearingeach3002820
Movable Bearingeach1501500
Fixed Bearingeach1501500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.388038800