I- 90,94 NWB JFK over PULASKI RD


+41.95215, -87.72743
41°57'08" N, 87°43'39" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I- 90,94 NWB JFK over PULASKI RD
Structure number:016011700000000
Old structure number:000016011703816 (from 1992 edition)
Location:0.2 M SE IL 19
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:83.0 ft. [25.3 m]
Total length:195.9 ft. [59.7 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
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: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: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:141,450 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Operating rating:71.6 tons [65.1 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:90.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201690.0GoodGoodGoodVery GoodFO141450
April 201490.0GoodGoodGoodVery GoodFO134800
April 201272.0GoodGoodGoodVery GoodFO543000
April 201090.0GoodGoodGoodVery GoodFO157850
June 200890.0GoodGoodGoodVery GoodFO158050
June 200690.0GoodGoodGoodVery GoodFO143300
April 200590.0GoodGoodGoodVery GoodFO145150
February 200490.0GoodVery GoodGoodVery GoodFO144600
November 200290.0GoodVery GoodGoodVery GoodFO141300
April 200190.0GoodVery GoodGoodVery GoodFO124500
March 199990.0GoodVery GoodGoodVery GoodFO145650
October 199790.0GoodVery GoodVery GoodVery GoodFO147150
October 199690.0GoodVery GoodVery GoodVery GoodFO118450
October 199492.0GoodExcellentGoodVery GoodFO102600
December 199359.0PoorPoorPoorGoodSD123500
December 199277.0FairFairFairVery GoodFO133750
December 199175.0PoorPoorFairVery GoodSD133750

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.2,4722,22824400
Reinforced Concrete Decksq. ft.16,28216,00727500
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.124117700
Reinforced Concrete Pier Caplinear ft.425042500
Strip Seal Jointlinear ft.2101258050
Elastomeric Bearingeach3003000
Movable Bearingeach1501500
Fixed Bearingeach1501500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.391039100