63RD ST over I- 90,94 RYAN & CTA


+41.77998, -87.63061
41°46'48" N, 87°37'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:63RD ST over I- 90,94 RYAN & CTA
Structure number:016114900000000
Old structure number:000016114926285 (from 1992 edition)
Location:I-94 AT 63RD ST
Purpose:Carries highway overpass over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:64.0 ft. [19.5 m]
Total length:303.2 ft. [92.4 m]
Roadway width between curbs:61.0 ft. [18.6 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:5
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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,400 [as of 2014]
Truck traffic:12% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:89.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodVery GoodVery GoodGood1840089.1
February 2016GoodExcellentExcellentGood1840091.2
January 2015PoorCriticalCriticalSerious1840023.4
April 2014PoorCriticalCriticalSerious1430025.3
June 2012PoorCriticalCriticalSerious1430032.0
June 2011PoorCriticalCriticalPoor1430028.7
September 2010PoorCriticalCriticalPoor1430028.7
April 2009PoorPoorPoorPoor1060062.9
January 2009PoorFairFairPoor1060067.2
February 2008PoorFairFairPoor1060067.2
February 2007PoorFairFairPoor1060067.2
August 2005PoorFairFairPoor1710066.7
November 2004FairSatisfactorySatisfactorySatisfactory1710095.2
March 2003FairSatisfactorySatisfactorySatisfactory1760095.1
May 2000FairSatisfactorySatisfactorySatisfactory1760095.1
July 1998FairSatisfactorySatisfactorySatisfactory1760095.1
August 1996FairGoodSatisfactoryGood750095.6
July 1995FairGoodSatisfactoryGood750095.4
June 1994PoorFairFairPoor750067.1
November 1993PoorFairFairPoor750067.1
July 1992FairSatisfactoryGoodFair750084.3
February 1991FairSatisfactoryGoodFair750084.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,8181,818000
Reinforced Concrete Decksq. ft.25,14925,1391000
Reinforced Concrete Columneach3333000
Reinforced Concrete Pier Walllinear ft.350350000
Reinforced Concrete Abutmentlinear ft.166166000
Reinforced Concrete Pier Caplinear ft.516516000
Strip Seal Jointlinear ft.167167000
Compression Jointlinear ft.167167000
Elastomeric Bearingeach4444000
Fixed Bearingeach2222000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.606606000