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Performance Grade 70-16

Packing: New Steel Drum – Jumbo Bag

MOQ: 200 MT

Payment Term: TT Method

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Bitumen PG 70-16 Specification

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
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