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PG 64-22
| Type | PG 64-22 | |||
|---|---|---|---|---|
| Average 7-Day Maximum Pavement Design Temperature | < 64°C | |||
| Minimum Pavement Design Temperature | >-22°C | |||
| Test Title | Test Method | Test Result | ||
| Flash Point Temperature > 230°C | ASTM D92 | 332°C | ||
| Viscosity (135°C & Max 3 Pa.s) | ASTM D4402 | 0.326 | ||
| Dynamic Shear (DSR) G*/sinδ Minimum 1 KPa Test Temperature | AASHTO T315 | 1.09 | ||
| Dynamic Shear (DSR) G*/sinδ Minimum 2.2 KPa Test Temperature , @10 rad/s (RTFOT Aged) | AASHTO T315 | 3.56 | ||
| Rolling Thin Film Oven Test (Mass Loss%) | ASTM D2872 | - | ||
| Pressure Aging Vessel (PAV) Temprature (°C): 100 | ||||
| Dynamic Shear (DSR) G*/sinδ Maximum 5000 kPa | AASHTO T315 | 4920 | ||
| Test on residue After PAV (100 °C) | ||||
| Bending Beam Rheometer(BBR) Creep stiffness S, Maximum 300 Mpa, @(-12°C) | ASTM D6648 | 124.65 | ||
| Bending Beam Rheometer(BBR) M-Value Minimum 0.300 Test Temperature,@60s m @(-12°C) | ASTM D6648 | 0.3019 | ||