Share:

I-90WB TO NB STONY over EAST END AVE

Map

Coordinates:
+41.74914, -87.58441
41°44'57" N, 87°35'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-90WB TO NB STONY over EAST END AVE
Structure number:016648100000000
Old structure number:000016648106339 (from 1992 edition)
Location:0.04 M SE CORNELL
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:62.0 ft. [18.9 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2000]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:97.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$315,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairVery GoodSatisfactorySatisfactory400097.4
September 2015FairVery GoodSatisfactorySatisfactory400097.4
September 2013FairVery GoodGoodSatisfactory400097.4
September 2011FairVery GoodGoodSatisfactory400999.4
October 2010FairVery GoodGoodSatisfactory400999.4
September 2008FairVery GoodGoodSatisfactory400999.4
November 2007FairVery GoodGoodSatisfactory400999.4
November 2005FairVery GoodGoodFair400969.1
October 2004FairVery GoodGoodFair400969.1
October 2003FairVery GoodSatisfactoryFair400969.1
October 2001FairVery GoodSatisfactoryFair400969.1
October 2000FairVery GoodSatisfactoryFair400969.1
October 1999FairVery GoodSatisfactoryFair400969.1
September 1997FairFairFairFair400968.1
June 1995FairFairFairFair-84.0
July 1994FairFairFairFair-84.0
November 1993FairFairFairSatisfactory-84.0
May 1992FairFairFairSatisfactory-84.0
October 1990FairFairFairSatisfactory-84.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.424423100
Deck
Reinforced Concrete Decksq. ft.1,9611,961000
Substructure
Reinforced Concrete Abutmentlinear ft.6262000
Reinforced Concrete Pier Caplinear ft.6865120
Joints
Strip Seal Jointlinear ft.31191200
Compression Jointlinear ft.9393000
Bearings
Elastomeric Bearingeach40400
Fixed Bearingeach40400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2471866100