IR90 OVER E 152ND over CR-362 (E 152 ST)


+41.56750, -81.57528
41°34'03" N, 81°34'31" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IR90 OVER E 152ND over CR-362 (E 152 ST)
Structure number:1808702
Location:4.45 MI W OF JCT SR175
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:81.0 ft. [24.7 m]
Total length:265.1 ft. [80.8 m]
Roadway width between curbs:140.1 ft. [42.7 m]
Deck width edge-to-edge:142.1 ft. [43.3 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1960
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:4
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:112,665 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:84.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201684.1FairFairSatisfactoryGood-112665
June 201584.2FairFairSatisfactoryGood-111578
June 201484.2FairFairSatisfactoryGood-111578
June 201384.2FairFairSatisfactoryGood-111578
May 201284.2FairFairSatisfactoryGood-111578
May 201184.2FairFairSatisfactoryGood-111578
October 201083.4FairFairSatisfactoryGood-118971
December 200983.4FairFairSatisfactorySatisfactory-118971
December 200883.4FairFairSatisfactorySatisfactory-118971
June 200783.4FairFairSatisfactorySatisfactory-118971
September 200683.4FairFairSatisfactorySatisfactory-118971
September 200583.4FairFairSatisfactorySatisfactory-118971
June 200484.1FairFairSatisfactorySatisfactory-112500
July 200385.2FairSatisfactorySatisfactorySatisfactory-112500
December 200285.2FairSatisfactorySatisfactorySatisfactory-112500
May 200185.2FairSatisfactorySatisfactorySatisfactory-112500
September 200086.1FairSatisfactorySatisfactorySatisfactory-103166
July 199986.1FairSatisfactoryGoodSatisfactory-103166
May 199886.1Fair-GoodSatisfactory-103166
July 199685.0FairFairGoodSatisfactory-103166
January 199688.1FairGoodGoodSatisfactory-103166
May 199487.0FairFairGoodSatisfactory-103166
May 199374.4FairFairSatisfactoryFair-107120
May 199287.8FairSatisfactoryGoodGood-107120
April 199187.8FairSatisfactoryGoodGood-107120

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.4,16003,74337542
Reinforced Concrete Decksq. ft.37,63024,2465,7515,6981,935
Wearing Surfacessq. ft.37,10025,59911,1303710
Reinforced Concrete Columneach3635100
Reinforced Concrete Abutmentlinear ft.32529316160
Reinforced Concrete Pier Caplinear ft.487487000
Assembly without Seal Jointlinear ft.2802661400
Movable Bearingeach8076400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5305042600