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SR 6 over OLD1344-EDGEWATER PRK RM

Map

Coordinates:
+41.49000, -81.73278
41°29'24" N, 81°43'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 6 over OLD1344-EDGEWATER PRK RM
Structure number:1800787
Location:APPROX 1 MI E W. BLVD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:65.9 ft. [20.1 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50,821 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:57.0 tons [51.8 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:72.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201672.9FairFairFairSatisfactoryFO50821
February 201575.7FairFairFairSatisfactoryFO35259
March 201473.5FairFairFairSatisfactoryFO35259
April 201272.6FairSatisfactoryFairSatisfactoryFO35259
April 201184.5FairSatisfactorySatisfactorySatisfactoryFO35259
March 201084.2FairSatisfactorySatisfactorySatisfactoryFO37165
February 200984.2FairSatisfactorySatisfactorySatisfactoryFO37165
December 200788.5FairSatisfactorySatisfactorySatisfactoryFO37165
December 200688.5FairSatisfactorySatisfactorySatisfactoryFO37165
November 200588.5FairSatisfactorySatisfactorySatisfactoryFO37165
July 200488.6FairSatisfactorySatisfactorySatisfactoryFO36729
September 200388.6FairSatisfactorySatisfactorySatisfactoryFO36729
November 200288.6FairSatisfactorySatisfactorySatisfactoryFO36729
June 200091.3FairSatisfactorySatisfactorySatisfactoryFO31764
July 199991.3FairSatisfactorySatisfactorySatisfactoryFO31764
August 199891.3FairSatisfactorySatisfactorySatisfactoryFO31764
August 199791.3FairSatisfactoryGoodGoodFO31764
September 199691.3FairSatisfactoryGoodGoodFO31764
July 199593.1FairSatisfactoryGoodGood-31764
May 199493.1FairSatisfactoryVery GoodVery Good-31764
April 199391.8GoodGoodGoodGood-40480
June 199291.8GoodGoodGoodGood-40480
April 199191.8GoodGoodGoodGood-40480

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Wearing Surfacessq. ft.5,25605,25600
Substructure
Reinforced Concrete Abutmentlinear ft.15012015150
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1461172900