IR90 OVER E.72ND over SR-283 DA (0014) E. 72 S


+41.53889, -81.63667
41°32'20" N, 81°38'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IR90 OVER E.72ND over SR-283 DA (0014) E. 72 S
Structure number:1808346
Location:SR283DA AND IR90 JCT
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:100.1 ft. [30.5 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:132.6 ft. [40.4 m]
Deck width edge-to-edge:135.5 ft. [41.3 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1951
Year reconstructed:2005
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]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:118,899 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:84.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201684.0FairVery GoodSatisfactoryVery Good-118899
April 201584.0FairVery GoodSatisfactoryVery Good-124560
April 201483.0FairVery GoodSatisfactoryVery Good-124560
June 201381.0FairVery GoodSatisfactoryVery Good-124560
September 201281.0FairVery GoodSatisfactoryVery Good-124560
December 201181.0FairVery GoodSatisfactoryVery Good-124560
October 201081.0FairVery GoodSatisfactoryVery Good-126630
December 200981.0FairVery GoodSatisfactoryVery Good-126630
July 200881.0FairVery GoodSatisfactoryVery Good-126630
June 200781.0FairVery GoodSatisfactoryVery Good-126630
September 200681.0FairVery GoodSatisfactoryVery Good-126630
July 200581.0FairExcellentSatisfactoryVery GoodFO126630
June 200478.0PoorPoorSatisfactorySatisfactorySD125010
July 200378.0PoorPoorSatisfactorySatisfactorySD125010
October 200278.0PoorPoorSatisfactorySatisfactorySD125010
September 200078.0PoorPoorSatisfactorySatisfactorySD120465
November 199978.0PoorPoorSatisfactorySatisfactorySD120465
December 199780.0FairFairVery GoodSatisfactoryFO120465
July 199680.0FairFairSatisfactorySatisfactoryFO120465
May 199481.0FairSatisfactorySatisfactoryGoodFO120465
May 199368.0FairFairVery GoodFairFO121190
May 199281.0GoodGoodGoodGoodFO121190
April 199181.0GoodGoodGoodVery GoodFO121190

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.2,3002,047230023
Reinforced Concrete Decksq. ft.14,35914,21114800
Wearing Surfacessq. ft.14,03713,89714000
Reinforced Concrete Abutmentlinear ft.3353191600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.212210200