| Static smooth-wheel roller | One or more smooth steel drums, frame, power unit, drive system, steering system, and ballast where fitted. | Uses the machine’s weight and drum contact pressure to compress and densify the surface. It does not rely on vibration. | Finishing and compacting asphalt; compacting thin layers of granular material; smoothing surfaces. | Consider for finishing work and applications where vibration may damage nearby structures or disturb the material. It is generally less effective than vibratory equipment on thick or poorly compacted layers. |
| Single-drum vibratory roller | Steel front drum, rear tires, eccentric mass, vibration drive, engine, frame, and controls. | An eccentric mass produces repeated drum vibration. The combination of static load and dynamic force helps rearrange soil or aggregate particles into a denser layer. | Compacting granular soil, gravel, crushed stone, and other suitable earthwork materials. | Match drum width, operating mass, vibration frequency, and amplitude to the material and lift thickness. Check the specified vibration setting and avoid unnecessary vibration near sensitive structures or utilities. |
| Tandem vibratory roller | Two steel drums, vibration system, articulated frame, drive and steering systems, water-spray system, and operator controls. | One or both drums apply static load and controlled vibration. The paired drums provide a smooth rolling path and help compact pavement layers uniformly. | Asphalt paving, road surfaces, and other applications requiring a relatively smooth finish. | Choose based on paving width, layer thickness, required finish, and whether vibration can be used on the material. Water spray helps reduce asphalt sticking to the drums. |
| Pneumatic-tire roller | Multiple rubber tires, ballast system, chassis, engine, drive system, and tire-pressure controls. | Repeated tire contact applies pressure and kneading action. The overlapping tire pattern helps work material across the surface. | Asphalt compaction and selected soil or aggregate work, particularly where a kneading effect is useful. | Consider tire load, tire pressure, ballast, and the surface temperature or moisture conditions. It can help close surface voids, but tire marks and material pickup should be managed appropriately. |
| Padfoot (sheepsfoot) roller | Drum fitted with projecting pads, frame, power unit, drive system, and, on some models, a vibration mechanism. | Pads concentrate force into the soil and create a kneading action. As the layer compacts, the drum rides higher and the pads penetrate less deeply. | Cohesive soils such as clay and silty clay, subject to the project’s soil and moisture requirements. | Best suited to cohesive material rather than clean, free-draining granular material. Select pad shape, drum size, and operating weight for the soil type and specified lift thickness. |
| Trench roller | Compact articulated frame, padfoot or smooth drums, vibration system, remote-control equipment, and drive components. | Applies static and, when equipped, vibratory compaction in confined areas. Remote operation keeps the operator away from the trench edge and compacting zone. | Backfill and soil compaction in narrow trenches and other restricted-access areas. | Check working width, access clearance, remote-control range, slope limits, and the required drum or pad configuration. Follow trench safety requirements and the machine’s operating instructions. |