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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:145,400 [as of 2015]
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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201593.0Functionally obsoleteSatisfactoryGoodGood145400
May 201393.0Functionally obsoleteSatisfactoryGoodGood140600
May 201193.0Functionally obsoleteSatisfactoryGoodGood159300
June 200977.0Functionally obsoleteSatisfactoryGoodGood155000
August 200777.0Functionally obsoleteSatisfactoryGoodGood145650
May 200677.0Functionally obsoleteSatisfactoryGoodVery Good146100
April 200577.0Functionally obsoleteGoodGoodVery Good148500
February 200477.0Functionally obsoleteGoodGoodVery Good148700
November 200277.0Functionally obsoleteGoodVery GoodVery Good144550
April 200177.0Functionally obsoleteGoodVery GoodVery Good125100
February 199977.0Functionally obsoleteGoodVery GoodVery Good147550
October 199777.0Functionally obsoleteVery GoodVery GoodVery Good144650
October 199675.0Functionally obsoleteVery GoodVery GoodVery Good126300
November 199475.0Functionally obsoleteExcellentGoodVery Good97950
December 199359.0Structurally deficientPoorFairGood123500
December 199270.0Structurally deficientPoorSatisfactoryGood127000
December 199170.0Structurally deficientPoorSatisfactoryGood127000