Asphalt testing equipment
Equipment for civil engineering asphalt mix and bitumen.
We provide a complete selection of asphalt testing equipment for asphalt mix evaluations of both Marshall and SHRP/Superpave mixes in accordance with ASTM, AASHTO and other standards. This includes: asphalt mixture testing, bitumen viscosity, rice test specific gravity and all the components of a SHRP testing regimen. From ductility machines and penetrometers to Marshall load frames and Hamburg wheel-tracking devices, you'll find the asphalt testing equipment you are searching for.
Compare Asphalt Mix and Bitumen Testing Equipment
| ASPHALT MIX TESTING EQUIPMENT | BITUMEN TESTING / CIVIL ENGINEERING |
|---|---|
| Material tested: Complete asphalt mixtures containing aggregates, bitumen binder and, where applicable, additives. | Material tested: Bitumen (asphalt binder),before or after conditioning or aging. |
| Main purpose: Evaluate asphalt mixture composition, compaction, volumetric properties and mechanical performance. | Main purpose: Characterize binder consistency, viscosity, temperature sensitivity and rheological properties. |
| Typical tests: Binder content, aggregate gradation, density, air voids, Marshall stability, rutting resistance and fatigue performance. | Typical tests: Penetration, softening point, viscosity, ductility, elastic recovery and rheological testing. |
| Typical equipment: Gyratory compactors, Marshall testers, ignition ovens, asphalt density systems and wheel-tracking testers. | Typical equipment: Penetrometers, ring-and-ball apparatus, rotational viscometers, ductilometers and dynamic shear rheometers. |
| Common applications: Asphalt mix design, paving quality control, pavement research and performance evaluation. | Common applications: Binder specification compliance, material selection, quality control and evaluation of binder behavior. |
| Choose this category when: You need to assess how the complete asphalt mixture will compact or perform in pavement applications. | Choose this category when: You need to measure the properties of the binder independently of the complete asphalt mixture. |