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STONY ISL SB TO E over EAST END AV

Map

Coordinates:
+41.74730, -87.58269
41°44'50" N, 87°34'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STONY ISL SB TO E over EAST END AV
Structure number:016647400000000
Old structure number:000016647406070 (from 1992 edition)
Location:0.04 M E CORNELL P
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:64.6 ft. [19.7 m]
Roadway width between curbs:27.2 ft. [8.3 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:5,000 [as of 2000]
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
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:95.3
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 2017FairGoodGoodSatisfactory500095.3
September 2015FairGoodGoodSatisfactory500095.3
September 2013FairGoodGoodSatisfactory500095.3
September 2011FairVery GoodGoodSatisfactory1120098.4
October 2010FairVery GoodGoodSatisfactory1120098.4
September 2008FairVery GoodGoodSatisfactory500999.3
November 2007FairVery GoodGoodSatisfactory500999.3
November 2005FairVery GoodGoodSatisfactory500980.1
October 2004FairVery GoodGoodSatisfactory500980.1
October 2003FairVery GoodSatisfactoryFair500968.9
October 2001FairVery GoodSatisfactorySatisfactory500980.1
October 2000FairVery GoodSatisfactorySatisfactory500980.1
October 1999FairVery GoodSatisfactorySatisfactory500980.1
September 1997FairFairSatisfactorySatisfactory500979.1
June 1995FairFairSatisfactorySatisfactory-95.0
July 1994FairFairSatisfactorySatisfactory-95.0
November 1993FairFairSatisfactorySatisfactory-95.0
May 1992FairFairSatisfactorySatisfactory-95.0
October 1990FairFairSatisfactoryGood-95.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4273814600
Deck
Reinforced Concrete Decksq. ft.1,9531,953000
Substructure
Reinforced Concrete Abutmentlinear ft.6261100
Reinforced Concrete Pier Caplinear ft.6865300
Joints
Strip Seal Jointlinear ft.31161500
Compression Jointlinear ft.6262000
Bearings
Elastomeric Bearingeach40400
Fixed Bearingeach40400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.156787800