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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:124,560 [as of 2010]
Truck traffic:5% 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. ratingEvaluationDeckSuper.Sub.ADT
April 201584.0Not deficientVery GoodSatisfactoryVery Good124560
April 201483.0Not deficientVery GoodSatisfactoryVery Good124560
June 201381.0Not deficientVery GoodSatisfactoryVery Good124560
September 201281.0Not deficientVery GoodSatisfactoryVery Good124560
December 201181.0Not deficientVery GoodSatisfactoryVery Good124560
October 201081.0Not deficientVery GoodSatisfactoryVery Good126630
December 200981.0Not deficientVery GoodSatisfactoryVery Good126630
July 200881.0Not deficientVery GoodSatisfactoryVery Good126630
June 200781.0Not deficientVery GoodSatisfactoryVery Good126630
September 200681.0Not deficientVery GoodSatisfactoryVery Good126630
July 200581.0Functionally obsoleteExcellentSatisfactoryVery Good126630
June 200478.0Structurally deficientPoorSatisfactorySatisfactory125010
July 200378.0Structurally deficientPoorSatisfactorySatisfactory125010
October 200278.0Structurally deficientPoorSatisfactorySatisfactory125010
September 200078.0Structurally deficientPoorSatisfactorySatisfactory120465
November 199978.0Structurally deficientPoorSatisfactorySatisfactory120465
December 199780.0Functionally obsoleteFairVery GoodSatisfactory120465
July 199680.0Functionally obsoleteFairSatisfactorySatisfactory120465
May 199481.0Functionally obsoleteSatisfactorySatisfactoryGood120465
May 199368.0Functionally obsoleteFairVery GoodFair121190
May 199281.0Functionally obsoleteGoodGoodGood121190
April 199181.0Functionally obsoleteGoodGoodVery Good121190