PAYNE AVE over IR 90


+41.50694, -81.67111
41°30'25" N, 81°40'16" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PAYNE AVE over IR 90
Structure number:1808044
Location:.21 MI. E. OF JCT. US-322
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:67.9 ft. [20.7 m]
Total length:225.1 ft. [68.6 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,520 [as of 2015]
Truck traffic:5% 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:Basically intolerable requiring high priority of replacement [2]
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:78.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201678.0FairSatisfactorySatisfactorySatisfactoryFO5520
December 201578.8FairGoodSatisfactorySatisfactoryFO1000
November 201478.8FairGoodSatisfactorySatisfactoryFO1000
September 201376.8FairGoodSatisfactorySatisfactoryFO1000
November 201276.8FairGoodSatisfactorySatisfactoryFO1000
December 201176.8FairGoodSatisfactorySatisfactoryFO1000
November 201076.8FairGoodSatisfactorySatisfactoryFO1000
August 200976.8FairGoodSatisfactorySatisfactoryFO1000
August 200876.8FairGoodSatisfactorySatisfactoryFO1000
December 200774.8FairGoodSatisfactorySatisfactoryFO1000
November 200674.8FairGoodSatisfactorySatisfactoryFO1000
November 200574.8FairGoodSatisfactorySatisfactoryFO1000
December 200474.8FairGoodSatisfactorySatisfactoryFO1000
September 200278.8FairGoodSatisfactorySatisfactory-1000
August 200078.8FairGoodSatisfactorySatisfactory-1000
September 199978.8FairGoodSatisfactorySatisfactory-1000
June 199878.8FairGoodSatisfactorySatisfactory-1000
August 199678.8FairGoodGoodSatisfactory-1000
November 199576.8FairSatisfactoryVery GoodGood-1000
May 199476.8GoodGoodGoodGood-1000
December 199376.8GoodVery GoodGoodVery Good-1000
May 199275.8FairFairGoodSatisfactoryFO1000
April 199175.8FairFairGoodSatisfactoryFO1000