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S. MARGINAL RD over IR 90

Map 

Coordinates:
+41.51611, -81.67500
41°30'58" N, 81°40'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2002]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201578.8Functionally obsoleteExcellentGoodSatisfactory1000
August 201478.8Functionally obsoleteExcellentGoodSatisfactory1000
November 201378.8Functionally obsoleteExcellentGoodSatisfactory1000
September 201211.0Structurally deficientCriticalGoodSatisfactory1000
December 201111.0Structurally deficientCriticalGoodSatisfactory1000
October 201073.8Structurally deficientPoorGoodSatisfactory1000
December 200973.8Structurally deficientPoorGoodSatisfactory1000
December 200873.8Structurally deficientPoorGoodSatisfactory1000
October 200771.8Structurally deficientPoorGoodSatisfactory1000
June 200671.8Structurally deficientPoorGoodSatisfactory1000
December 200573.8Functionally obsoleteFairGoodSatisfactory1000
December 200473.8Functionally obsoleteFairGoodSatisfactory1000
October 200373.8Functionally obsoleteFairGoodSatisfactory1000
November 200277.8Not deficientFairGoodSatisfactory1000
June 200177.8Not deficientFairGoodSatisfactory1000
August 200077.8Not deficientFairGoodSatisfactory1000
August 199977.8Not deficientFairGoodSatisfactory1000
June 199878.8Not deficientSatisfactoryVery GoodSatisfactory1000
November 199678.8Not deficientGoodVery GoodVery Good1000
May 199477.8Functionally obsoleteFairVery GoodGood1000
May 199362.7Structurally deficientPoorGoodFair1000
May 199275.8Functionally obsoleteFairGoodGood1000
April 199175.8Functionally obsoleteFairGoodGood1000