Bridges: Past, Present, and Future Dr. Lisa Spainhour Dept. of Civil and Environmental Eng. FAMU-FSU College of Engineering
What Defines a Bridge? Four main factors define a bridge Span (simple, continuous, cantilever) Travel surface (deck, pony, through) Form (beam, arch, truss, etc.) Material (timber, concrete, steel)
Bridge Basics—Span Types
Bridge Basics—Travel Surface
Bridge Basics—Types Five main types of bridges Beam bridge Truss bridge Arch bridge Cable-stayed bridge Suspension bridge Bridges may combine different types
Beam Bridges Simple span: top surface in compression, bottom in tension Cantilever span: top in tension, bottom in compression Best for spans < 1000’, requires many supports to cross a long distance
Beam Bridges—Types
Beam Bridges—Examples Pony plate girder bridge Stone footbridges
Beam Bridges—Examples I-540/I-70 Interchange, NC Lincove Viaduct, NC I-44, 16th St. Overpass, OK
Truss Bridges Simple truss Cantilever truss Overall behavior like a beam with less material in the middle Each member either in tension (e.g. bottom chord) or compression (e.g. top chord) Rigid because bar ends pinned into triangles Best for spans < 2000’.
Truss Bridges—Types
Truss Bridges—Examples Stillwater Bridge, MN Baihe Bridge, China Bridge No. 1482, MN Smithfield Street Bridge, PA
Covered Truss Bridges Stone Mt. Covered Bridge, GA Germantown Covered Bridge, OH Inverted bowstring truss (1870’s) Town lattice truss (1830’s)
Cantilever Truss Bridges Kingston-Rhinecliff Bridge, NY Firth of Forth, Scotland (1890)
Arch Bridges Under load, ends try to move outward, require strong abutments or ties to resist spreading When supported at ends, arch is in compression Best for spans of 1000’ to 2000’.
Arch Bridges—Types
Arch Bridges—Examples The Pont du Gard Aqueduct, France (Ca. 100 AD) Thomas Aqueduct, MD (1835) Rio Cobre Bridge, Jamaica (1800) Wrought-Iron Ties, Cast-Iron Deck
Arch Bridges—Construction New River Bridge, WV Natchez Trace Arch, TN
Tied Arch Bridges—Examples Bayonne Bridge, NJ Willamette River Bridge, OR I-64 Ohio River Bridge, IN
Suspension Bridges Cables (thousands of steel wires) under tension Towers under compression Require anchorages at ends to resist span deflection, bending of towers Best for spans of > 3000’.
Suspension Bridges—Examples Menai Suspension Bridge, United Kingdom (1826), Removed from service in 1940 Luding Iron-chain Bridge, Over Dadu River, China (1705-06)
Suspension Bridges—Examples Humber Bridge, England Brooklyn Bridge, NY Golden Gate Bridge,CA
Tacoma Narrows Bridge Failure “Galloping Gertie” After Failure Approach Span, After Failure Replacement Bridge
Cable-Stayed Bridges Cables under tension Cables under tension Towers, deck under compression (w/post-tensioning) No end anchorages, require less cable, and are faster to build than suspension bridges Best for spans of 1000’ to 3000’.
Cable-Stayed Bridges—Examples Sunshine Skyway, FL Clark Bridge, IL Puente del V Centerario Seville, Spain Normandy Bridge, France
Cable-Stayed Bridges—Examples Footbridge, Aarhus, Denmark Santarem-Almeirim Bridge, Portugal Salzburg, Austria
Cable-Stayed Bridges—Examples Leonard P. Zakim Bunker Hill Bridge, Over Charles River Boston, MA
Bridge Basics—Materials Past Stone Timber* Iron Present Steel* Steel-Reinforced Concrete Prestressed Concrete* Future Those with asterisks Fiber-Reinforced Polymers (FRP’s) ???
Bridge Materials—FRP Wickwire Run Bridge, West Virginia “No-Name Creek” Bridge, Kansas
Footbridges—Entirely FRP Fiberline Bridge, Denmark Parson’s Bridge, Wales Aberfeldy Footbridge, Scotland
Modern Timber Bridges Gluelam Beams & Arches Short lengths of treated wood bonded with epoxy Stiff, strong components Custom designed off-site Natural, aesthetic appearance Keystone Wye Bridge, South Dakota, 1968 Unknown
Modern Timber Bridges Stress-Laminated Bridge Decks Short lengths of treated wood run lengthwise Steel or FRP rods crosswise through holes in deck Stressing the rods puts steel in tension, timber in compression. Creates strong, stiff deck. Wisconsin River Bridge Steel rod anchorage
Summary/Questions Four main factors define a bridge Span (simple, continuous, cantilever) Travel surface (deck, pony, through) Form (beam, arch, truss, etc.) Material (timber, concrete, steel) Each is suitable for different sites/conditions What factors affect the selection/design of a bridge?