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US-6 over (CUY-90-1768)(SUPERIOR)

Map 

Coordinates:
+41.50972, -81.67222
41°30'35" N, 81°40'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-6 over (CUY-90-1768)(SUPERIOR)
Structure number:1808079
Location:JCT. US-6
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.9 ft. [21.3 m]
Total length:224.1 ft. [68.3 m]
Roadway width between curbs:81.0 ft. [24.7 m]
Deck width edge-to-edge:95.1 ft. [29.0 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1993
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:11,585 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:95.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201595.3Not deficientSatisfactoryGoodGood11585
June 201495.3Not deficientSatisfactoryGoodGood11585
September 201393.3Functionally obsoleteSatisfactoryGoodGood11585
November 201291.3Functionally obsoleteSatisfactoryGoodGood11585
December 201191.3Functionally obsoleteSatisfactoryGoodGood11585
December 201091.1Functionally obsoleteSatisfactoryGoodGood12817
November 200991.1Functionally obsoleteSatisfactoryGoodGood12817
December 200891.1Functionally obsoleteSatisfactoryGoodGood12817
September 200791.1Functionally obsoleteGoodGoodSatisfactory12817
November 200691.1Functionally obsoleteGoodGoodSatisfactory12817
December 200591.1Functionally obsoleteGoodGoodSatisfactory12817
December 200490.6Functionally obsoleteGoodGoodSatisfactory16240
September 200290.6Not deficientGoodVery GoodSatisfactory16240
August 200092.2Not deficientGoodVery GoodSatisfactory18487
October 199992.2Not deficientGoodVery GoodSatisfactory18487
June 199892.2Not deficientGoodVery GoodSatisfactory18487
August 199692.2Not deficientGoodVery GoodGood18487
November 199592.1Not deficientGoodVery GoodVery Good18487
May 199492.1Not deficientGoodVery GoodGood18487
December 199392.4Not deficientVery GoodVery GoodGood16563
May 199262.9Structurally deficientFairSatisfactoryPoor16563
April 199179.9Functionally obsoleteFairSatisfactoryFair16563