IR90 OVER E 185TH over CR 24 (E 185 ST)


+41.57778, -81.54917
41°34'40" N, 81°32'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IR90 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:14.8 ft. [4.5 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: April 2016

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:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201683.0FairFairGoodGood-118617
June 201583.0FairFairGoodGood-111578
July 201483.0FairFairGoodGood-111578
June 201383.0FairFairGoodSatisfactory-111578
June 201283.0FairFairGoodGood-111578
September 201183.0FairFairGoodGood-111578
October 201083.0FairFairGoodGood-118971
December 200983.0FairFairSatisfactoryGood-118971
July 200883.0FairFairSatisfactorySatisfactory-118971
June 200783.0FairFairSatisfactorySatisfactory-118971
June 200683.0FairFairSatisfactorySatisfactory-118971
May 200583.0FairFairSatisfactorySatisfactory-118971
May 200483.0FairFairSatisfactorySatisfactory-97320
July 200384.0FairSatisfactorySatisfactorySatisfactory-97320
July 200284.0FairSatisfactorySatisfactorySatisfactory-97320
September 200084.0FairSatisfactorySatisfactorySatisfactory-103166
August 199984.0FairSatisfactorySatisfactorySatisfactory-103166
May 199884.0FairSatisfactoryGoodSatisfactory-103166
July 199683.0FairFairSatisfactorySatisfactory-103166
January 199683.0FairFairSatisfactorySatisfactory-103166
May 199483.0FairFairSatisfactorySatisfactory-103166
May 199383.0FairFairSatisfactorySatisfactory-107120
May 199284.0GoodGoodGoodGood-107120
April 199184.0GoodGoodGoodGood-107120

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.4,1802093,7622090
Reinforced Concrete Decksq. ft.34,49918,9128,6695,1841,734
Wearing Surfacessq. ft.34,04823,8348,5121,7020
Reinforced Concrete Columneach2424000
Reinforced Concrete Abutmentlinear ft.34027251170
Reinforced Concrete Pier Caplinear ft.340337300
Assembly without Seal Jointlinear ft.3041288150
Movable Bearingeach7662770
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4484222240