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Compaction is achieved by the application of a vertical stress (normally 600KPa (87psi)) via end platens to a known mass of asphaltic mixture within a 150 and 100mm (6 and 4inch) internal Ø mold. The longitudinal axis of the mold is rotated (gyrated) at a fixed angle to the vertical while the platens are kept parallel and horizontal. During compaction the height of the sample is automatically measured and both the mixture density and void content calculated.
Features:
Software:
Speed | Normally 30 rpm |
---|---|
Stress | Normally 87psi (600 kPa) Maximum 145psi (1000 kPa) |
Actuator Stroke | 9.85" (250mm) |
Internal Angle of Gyration | 0.2 to > 2° |
Electrical Supply | >115V +-10% 50/60 Hz 230V +-10% 50/60 Hz |
Specimen Ø mm (inch) | 6" (150mm) and 4 (100mm) |
Compressed Air | 100-145psi (7-10 bar) @ 350 L/min (12 5cfm) |
Mixtures | Wet, dry and rubber |
Dimensions | 31" x 40" x 76" (780 x 1000 x 1920mm) |
Working Space Required (WxDxH) | 79" x 79" x 87" (2000 x 2000 x 2200mm) |
Desktop PC | Included |
AASHTO T312
CS9010-1115
CS9010-1230
SHRP M-002
T 0736-2011
TEX-241-F
EN 12697-10
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