The idea that "bridges are placed on rollers" is a common misconception. Most bridges are fixed rigidly to their foundations. Rollers (or more accurately, expansion bearings) serve a specific, limited purpose—not as a general support system.
Bridges expand/contract with temperature (steel: ~12 µm/m/°C). A 100 m span changes length by ~12 mm over a 10°C swing. Without accommodation, this generates massive stresses. Bearings allow controlled movement:
| Type | Mechanism | Movement Capacity | Typical Use |
|---|---|---|---|
| Elastomeric (Neoprene) | Layered rubber/steel plates; shear deformation | ±25–50 mm | Most highway bridges (<50 m spans) |
| Sliding (PTFE/Stainless) | Polytetrafluoroethylene on polished steel; low friction | ±100–500 mm | Long spans, seismic zones |
| Pot Bearings | Confined elastomer in steel pot + piston; rotation + translation | ±50–200 mm + rotation | Major river crossings, railways |
| Spherical Bearings | Spherical PTFE slider; multi-axial rotation + translation | Large rotations + translations | Seismic isolation, curved bridges |
| Roller/Rocker (Historic) | Cylindrical rollers or curved rockers | Translation only | Older steel bridges (pre-1970s); rare now |
| Seismic Isolators (Lead-Rubber, FPS) | Decouple superstructure from ground motion | Large displacements (300+ mm) | High-seismic regions |
Bridges are fixed to the earth—with precisely engineered "slip points" only where thermal expansion demands it. The roller myth rolls on, but modern bearings have left it behind.