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I- 55 WB STEVENSON over LOOMIS & FULLER STS

Map

Coordinates:
+41.84222, -87.65828
41°50'32" N, 87°39'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I- 55 WB STEVENSON over LOOMIS & FULLER STS
Structure number:016096800000000
Old structure number:000016096826242 (from 1992 edition)
Location:0.9 M SW I-94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:100.7 ft. [30.7 m]
Total length:542.0 ft. [165.2 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:72.2 ft. [22.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:7
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: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80,550 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,809,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodGoodVery GoodVery Good8055094.0
September 2015GoodGoodVery GoodVery Good7820094.0
October 2014GoodGoodVery GoodVery Good7765094.0
November 2012GoodGoodVery GoodVery Good31080076.0
December 2010GoodGoodVery GoodVery Good8455098.0
January 2009GoodGoodVery GoodVery Good8590098.0
February 2007GoodGoodVery GoodVery Good8110098.0
May 2005GoodVery GoodVery GoodVery Good8030098.0
July 2003GoodVery GoodVery GoodVery Good7520098.0
August 2001GoodVery GoodVery GoodVery Good6740093.0
January 2001GoodVery GoodExcellentVery Good5870093.0
September 1999PoorPoorSatisfactoryFair7220078.0
October 1997FairFairSatisfactoryFair6920080.0
March 1996FairFairGoodSatisfactory6690092.0
February 1995FairFairGoodSatisfactory6870092.0
August 1993FairFairGoodSatisfactory6220092.0
October 1992FairFairGoodSatisfactory6135092.0
July 1991FairFairGoodSatisfactory6135092.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,2513,251000
Deck
Reinforced Concrete Decksq. ft.39,10136,5912,51000
Substructure
Reinforced Concrete Columneach4545000
Reinforced Concrete Pier Walllinear ft.541541000
Reinforced Concrete Abutmentlinear ft.149147200
Reinforced Concrete Pier Caplinear ft.690688200
Joints
Strip Seal Jointlinear ft.1751651000
Bearings
Elastomeric Bearingeach6363000
Fixed Bearingeach99000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0841,084000