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IR90-EB OVER JOSLY over JOSLYN RD,NS,RTA84

Map

Coordinates:
+41.46778, -81.78556
41°28'04" N, 81°47'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IR90-EB OVER JOSLY over JOSLYN RD,NS,RTA84
Structure number:1808206
Location:1.95 MI E OF JCT SR237
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.1 ft. [36.6 m]
Total length:660.1 ft. [201.2 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:57,557 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
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:80.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201680.8FairGoodFairSatisfactory-57557
June 201581.5FairGoodFairSatisfactory-50800
August 201481.5FairGoodFairSatisfactory-50800
October 201393.2FairGoodSatisfactorySatisfactory-50800
November 201293.2FairGoodSatisfactorySatisfactory-50800
October 201193.2FairGoodSatisfactoryGood-50800
September 201092.6FairGoodSatisfactoryGood-57315
November 200992.6FairGoodSatisfactoryGood-57315
November 200892.6FairGoodSatisfactoryGood-57315
September 200792.6FairGoodSatisfactoryGood-57315
December 200692.6FairGoodSatisfactoryGood-57315
December 200592.6GoodGoodGoodGood-57315
July 200481.4FairGoodFairGood-52275
August 200381.4FairGoodFairGood-52275
August 200281.4FairGoodFairGood-52275
November 200082.1FairGoodFairGood-45350
June 199982.1FairGoodFairSatisfactory-45350
September 199893.7FairGoodSatisfactorySatisfactory-45350
July 199693.7FairGoodSatisfactorySatisfactory-45350
April 199594.6FairGoodSatisfactoryGood-45350
May 199493.6FairVery GoodSatisfactoryGood-45350
August 199382.4FairVery GoodFairGood-41704
April 199294.9GoodGoodGoodGood-41704
March 199194.9GoodVery GoodGoodGood-41704

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6,24005,6166240
Deck
Reinforced Concrete Decksq. ft.49,22544,3024,92300
Wearing Surfacessq. ft.44,88021,99222,4404480
Substructure
Reinforced Concrete Columneach2017210
Reinforced Concrete Pier Walllinear ft.7474000
Reinforced Concrete Abutmentlinear ft.150142710
Reinforced Concrete Pier Caplinear ft.37428156370
Joints
Strip Seal Jointlinear ft.1501351410
Bearings
Movable Bearingeach67150160
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3203306603300