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IR 90 OVER E 185TH over CR 24 (E 185 ST)

Map

Coordinates:
+41.57768, -81.54983
41°34'40" N, 81°32'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IR 90 OVER E 185TH over CR 24 (E 185 ST)
Structure number:1808869
Location:2.94 MI W OF JCT SR175
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:91.9 ft. [28.0 m]
Total length:224.1 ft. [68.3 m]
Roadway width between curbs:151.9 ft. [46.3 m]
Deck width edge-to-edge:153.9 ft. [46.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1962
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:118,617 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:84.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory11861784.0
May 2017FairFairSatisfactorySatisfactory11861783.0
April 2016FairFairGoodGood11861783.0
June 2015FairFairGoodGood11157883.0
July 2014FairFairGoodGood11157883.0
June 2013FairFairGoodSatisfactory11157883.0
June 2012FairFairGoodGood11157883.0
September 2011FairFairGoodGood11157883.0
October 2010FairFairGoodGood11897183.0
December 2009FairFairSatisfactoryGood11897183.0
July 2008FairFairSatisfactorySatisfactory11897183.0
June 2007FairFairSatisfactorySatisfactory11897183.0
June 2006FairFairSatisfactorySatisfactory11897183.0
May 2005FairFairSatisfactorySatisfactory11897183.0
May 2004FairFairSatisfactorySatisfactory9732083.0
July 2003FairSatisfactorySatisfactorySatisfactory9732084.0
July 2002FairSatisfactorySatisfactorySatisfactory9732084.0
September 2000FairSatisfactorySatisfactorySatisfactory10316684.0
August 1999FairSatisfactorySatisfactorySatisfactory10316684.0
May 1998FairSatisfactoryGoodSatisfactory10316684.0
July 1996FairFairSatisfactorySatisfactory10316683.0
January 1996FairFairSatisfactorySatisfactory10316683.0
May 1994FairFairSatisfactorySatisfactory10316683.0
May 1993FairFairSatisfactorySatisfactory10712083.0
May 1992GoodGoodGoodGood10712084.0
April 1991GoodGoodGoodGood10712084.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,18003,9712090
Steel Protective Coatingsq. ft.41,7694,1798,35322,9726,265
Deck
Reinforced Concrete Decksq. ft.34,496032,4962,0000
Wearing Surfacessq. ft.34,048033,7483000
Substructure
Reinforced Concrete Columneach2424000
Reinforced Concrete Abutmentlinear ft.340133900
Reinforced Concrete Pier Caplinear ft.3403231700
Joints
Assembly without Seal Jointlinear ft.3040294100
Bearings
Movable Bearingeach76066100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.448044800