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PAULINA ST over I-290 IKE & CTA

Map 

Coordinates:
+41.87598, -87.66916
41°52'34" N, 87°40'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PAULINA ST over I-290 IKE & CTA
Structure number:016009800000000
Old structure number:000016009822770 (from 1992 edition)
Location:1.1 M W IL 1
Purpose:Carries highway over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:69.2 ft. [21.1 m]
Total length:273.6 ft. [83.4 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:88.3 ft. [26.9 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1983
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:3,450 [as of 2014]
Truck traffic:23% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.6 tons [55.1 metric tons]
Inventory rating:36.7 tons [33.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:90.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$2,558,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201690.0Structurally deficientPoorGoodSatisfactory3450
February 201490.0Structurally deficientPoorGoodSatisfactory3450
March 201292.0Structurally deficientPoorGoodSatisfactory2900
March 201094.0Functionally obsoleteFairGoodSatisfactory2200
March 200894.0Functionally obsoleteFairGoodSatisfactory2200
April 200694.0Not deficientFairGoodSatisfactory2200
July 200494.0Not deficientFairGoodSatisfactory2150
December 200277.0Not deficientSatisfactoryGoodSatisfactory2200
September 200177.0Not deficientGoodGoodSatisfactory2450
December 199977.0Not deficientGoodGoodSatisfactory2450
March 199877.0Not deficientGoodGoodSatisfactory2450
July 199777.0Not deficientGoodGoodGood2450
January 199680.0Functionally obsoleteGoodGoodGood2900
April 199480.0Functionally obsoleteGoodVery GoodGood2900
February 199377.0Functionally obsoleteGoodVery GoodGood2900
April 199277.0Functionally obsoleteGoodVery GoodVery Good2900
October 199177.0Not deficientGoodVery GoodVery Good2900