+41.93591, -87.70260
41°56'09" N, 87°42'09" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I- 90,94 SEB &RV J over SACRAMENTO AVE
Structure number:016012300000000
Old structure number:000016012303821 (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:87.6 ft. [26.7 m]
Total length:200.8 ft. [61.2 m]
Roadway width between curbs:139.1 ft. [42.4 m]
Deck width edge-to-edge:146.3 ft. [44.6 m]
Skew angle:39°
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1993
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:Superior to present desirable criteria [9]
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:92.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,320,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201792.0FairSatisfactoryGoodGoodFO145500
February 201592.0FairSatisfactoryGoodGoodFO140600
March 201392.0FairSatisfactoryGoodGoodFO140900
May 201194.0FairSatisfactoryGoodGoodFO159300
June 200975.0FairSatisfactoryGoodGoodFO155000
August 200775.0FairSatisfactoryGoodGoodFO145650
August 200575.0FairSatisfactoryGoodGoodFO148500
October 200475.0GoodGoodGoodGoodFO148700
July 200375.0GoodGoodGoodGoodFO145450
May 200275.0GoodGoodGoodGoodFO144550
July 200075.0GoodGoodGoodGoodFO151700
February 199975.0GoodGoodGoodGoodFO147550
October 199775.0GoodVery GoodGoodGoodFO144650
October 199685.0GoodVery GoodGoodVery GoodFO126300
October 199485.6GoodVery GoodGoodVery GoodFO104300
December 199385.6GoodExcellentGoodVery GoodFO123500
December 199280.6PoorPoorSatisfactoryGoodSD127000
December 199182.0PoorPoorSatisfactoryGoodSD127000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Closed Web/Box Girderlinear ft.9085500
Steel Girder/Beamlinear ft.2,4102,22918100
Reinforced Concrete Decksq. ft.21,740021,720200
Reinforced Concrete Columneach3838000
Reinforced Concrete Pier Walllinear ft.8484000
Reinforced Concrete Abutmentlinear ft.376364840
Reinforced Concrete Pier Caplinear ft.460125250850
Strip Seal Jointlinear ft.132132000
Pourable Jointlinear ft.185185000
Elastomeric Bearingeach5005000
Movable Bearingeach2502500
Fixed Bearingeach2502500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.782078200