Mahoning Valley Connector Spillway Bridge (11-05-10)
Transcript of Mahoning Valley Connector Spillway Bridge (11-05-10)
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over the Deer Creek Reservoir Spillway Stark County, Ohio
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Owner is the Stark County Park District
Subcontractor to Stevens-Painton, Corp.
Contract Documents by ms consultants
Design/Build/FabricatorUS Bridge’s Longest Single Span
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Span = 248 ft. c/c of bearingsWidth = 14 ft. rail/railBow string arch truss (Pratt type,
with a curved or arching top chord)18 PanelsProfile grade vertical curvature
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7” Concrete Deck Slab Pedestrian Live Load = 65 psfVehicular Live Load = H15 Truck Wind Pressure = 75 psf
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AASHTO Standard Specifications for Highway Bridges 17th Edition, 2002
Load Factor Design (LFD) MethodAASHTO Guide Specifications for
Design of Pedestrian Bridges, 1997
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H15 (15 T)(6k front axle, 24k rear axle)
Agency design vehicle
wped = the greater of:
85 psf ∙(0.25+(15/√A1))or
65 psf
Guide Specification Section 1.2.1.1
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ASTM A709 Gr. 50W which means A588 Gr. 50 (weathering)
Painted Hand Railing & Bridge Ends Stay-in-Place (SIP) forms Future Wearing Surface of 20 psf Laminated Elastomeric Expansion Joints Strip Seal Expansion Joint Shippable Units – 8 field sections per truss
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Hand computations Computer analysis of gravity loads using
Truss Analysis Rating Program (TRAP) by University of Maryland’s BEST Center
Top chord stability analysis using Excel Spreadsheet or by hand (for the sections without sway bracing)
Other Excel Spreadsheets for bolted or welded connections
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Floor Beam Design
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Floor Beam Design
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Truss Analysis
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Truss Analysis
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Truss Analysis
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Truss Analysis
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Truss Analysis
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Truss Analysis
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Deflections affect fabricated geometry
DDL=7.25” Dead Load DeflectionMVC = 18.75” Vertical Curve Offset
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U.S. Bridge in Cambridge, OH
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U.S. Bridge in Cambridge, OH
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Profile Processing
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Plate Processing
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Cleaning (Shot Blasting)
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Layout & Cutting
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Laydown
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Shop Assembly
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Shop Assembly
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Finish (Sand Blasting)
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Finish (Paint)
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Delivery
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Thank you!