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SR 6 over (OLD1270)-WEST BLVD RAMP

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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
March 201558.9Structurally deficientGoodFairPoor35259
March 201458.9Structurally deficientGoodFairPoor35259
March 201256.9Structurally deficientGoodSatisfactoryPoor35259
April 201156.9Structurally deficientGoodSatisfactoryPoor35259
March 201074.5Functionally obsoleteGoodSatisfactoryFair37165
February 200974.5Functionally obsoleteGoodSatisfactoryFair37165
December 200774.5Functionally obsoleteGoodGoodFair37165
December 200686.4Functionally obsoleteGoodGoodSatisfactory37165
November 200586.4Functionally obsoleteGoodGoodSatisfactory37165
July 200486.4Functionally obsoleteGoodGoodSatisfactory36729
September 200387.2Functionally obsoleteGoodSatisfactorySatisfactory31764
November 200287.2Functionally obsoleteGoodGoodSatisfactory31764
June 200089.2Functionally obsoleteGoodGoodSatisfactory31764
July 199989.2Functionally obsoleteGoodGoodSatisfactory31764
August 199889.2Functionally obsoleteGoodGoodSatisfactory31764
August 199789.2Functionally obsoleteGoodGoodSatisfactory31764
September 199689.2Functionally obsoleteGoodGoodSatisfactory31764
July 199589.9Functionally obsoleteGoodGoodGood31764
May 199489.9Functionally obsoleteGoodVery GoodGood31764
April 199388.5Functionally obsoleteGoodGoodGood40480
June 199288.5Functionally obsoleteVery GoodGoodVery Good40480
April 199180.4Functionally obsoleteGoodGoodGood40480