Packing: New Steel Drum – Jumbo Bag
MOQ: 200 MT
Payment Term: TT Method
Order Now| Specification | Unit | Value | Method | ||
|---|---|---|---|---|---|
| Average 7-Day Maximum Pavement Design Temperature | °C | < 70 | – | ||
| Minimum Pavement Design Temperature | °C | > -16 | – | ||
| Flash Point Temperature | °C | Min230 | AASHTO T48 | ||
| Viscosity Maximum 3 Pa.s, Test Temperature | °C | 135 | AASHTO T316 | ||
| Dynamic Shear G*/sin Minimum 1 KPa Test Temperature | °C | 70 | AASHTO T315 | ||
| Rolling Thin Film Oven Test (AASHTO T240 | |||||
| Mass Change | % | Max1.00 | – | ||
| Dynamic Shear G*/sin Minimum 2.2 KPa Test Temperature, @10 rad/s | °C | 70 | AASHTO T315 | ||
| Pressure Aging Vessel (PAV) Test (AASHTO R28) | |||||
| PAV Aging Temperature | °C | 100 (110) | AASHTO R28 | ||
| Dynamic Shear G*/sin Maximum 5000 KPa Test Temperature, @10 rad/s | °C | 31 | AASHTO T315 | ||
| Creep Stiffness S Maximum 300 Mpa M-Value Minimum 0.300 Test Temp,@60s | °C | -6 | AASHTO T313 | ||
| Direct Tension Failure Strain Minimum 1 % Test Temp@1mm/min, | °C | -6 | AASHTO T314 | ||
| Critical Low Cracking Temperature Critical Cracking Determined by PP42 Test Temp | °C | -6 | AASHTO PP42 | ||