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S. MARGINAL RD over IR 90

Map

Coordinates:
+41.51611, -81.67500
41°30'58" N, 81°40'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S. MARGINAL RD over IR 90
Structure number:1808192
Location:.38 E. OF JCT. US-6
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:67.9 ft. [20.7 m]
Total length:230.0 ft. [70.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:931 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:92.3 tons [83.9 metric tons]
Inventory rating:55.2 tons [50.2 metric tons]
Sufficiency rating:78.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201678.8FairExcellentGoodSatisfactoryFO931
November 201578.8FairExcellentGoodSatisfactoryFO1000
August 201478.8FairExcellentGoodSatisfactoryFO1000
November 201378.8FairExcellentGoodSatisfactoryFO1000
September 201211.0PoorCriticalGoodSatisfactorySD1000
December 201111.0PoorCriticalGoodSatisfactorySD1000
October 201073.8PoorPoorGoodSatisfactorySD1000
December 200973.8PoorPoorGoodSatisfactorySD1000
December 200873.8PoorPoorGoodSatisfactorySD1000
October 200771.8PoorPoorGoodSatisfactorySD1000
June 200671.8PoorPoorGoodSatisfactorySD1000
December 200573.8FairFairGoodSatisfactoryFO1000
December 200473.8FairFairGoodSatisfactoryFO1000
October 200373.8FairFairGoodSatisfactoryFO1000
November 200277.8FairFairGoodSatisfactory-1000
June 200177.8FairFairGoodSatisfactory-1000
August 200077.8FairFairGoodSatisfactory-1000
August 199977.8FairFairGoodSatisfactory-1000
June 199878.8FairSatisfactoryVery GoodSatisfactory-1000
November 199678.8GoodGoodVery GoodVery Good-1000
May 199477.8FairFairVery GoodGoodFO1000
May 199362.7PoorPoorGoodFairSD1000
May 199275.8FairFairGoodGoodFO1000
April 199175.8FairFairGoodGoodFO1000