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SR 6 over (OLD1270)-WEST BLVD RAMP

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map 

Coordinates:
+41.48500, -81.74583
41°29'06" N, 81°44'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 6 over (OLD1270)-WEST BLVD RAMP
Structure number:1800698
Location:APPROX 250FT E W. BLVD.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:85.0 ft. [25.9 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:98.1 ft. [29.9 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1940
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:Girder and floorbeam system [03]
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: March 2015 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:35,259 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Sufficiency rating:58.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$100,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201558.9PoorGoodFairPoorSD35259
March 201458.9PoorGoodFairPoorSD35259
March 201256.9PoorGoodSatisfactoryPoorSD35259
April 201156.9PoorGoodSatisfactoryPoorSD35259
March 201074.5FairGoodSatisfactoryFairFO37165
February 200974.5FairGoodSatisfactoryFairFO37165
December 200774.5FairGoodGoodFairFO37165
December 200686.4FairGoodGoodSatisfactoryFO37165
November 200586.4FairGoodGoodSatisfactoryFO37165
July 200486.4FairGoodGoodSatisfactoryFO36729
September 200387.2FairGoodSatisfactorySatisfactoryFO31764
November 200287.2FairGoodGoodSatisfactoryFO31764
June 200089.2FairGoodGoodSatisfactoryFO31764
July 199989.2FairGoodGoodSatisfactoryFO31764
August 199889.2FairGoodGoodSatisfactoryFO31764
August 199789.2FairGoodGoodSatisfactoryFO31764
September 199689.2FairGoodGoodSatisfactoryFO31764
July 199589.9GoodGoodGoodGoodFO31764
May 199489.9GoodGoodVery GoodGoodFO31764
April 199388.5GoodGoodGoodGoodFO40480
June 199288.5GoodVery GoodGoodVery GoodFO40480
April 199180.4GoodGoodGoodGoodFO40480