Enquiry:
, I want to ask about the subjected material testing in the table below. If you have test facility then please let us know the price detail, sample quantity and availability of testing schedule.
| Average 7 days maximum pavement design temperature, [°C] | |
| Minimum Pavement Design Temperature [°C] | |
| Minimum Flash Point Temperature [°C] | AASHTO T48 |
| Test Temperature [°C]b at which Viscosity shall be Maximum 3 Pa-s | AASHTO T316 |
| Dynamic Shear, G*/sin δ Minimum 1.00 kPa Test Temperature [°C] at 10 rad/s | AASHTO T315 |
| Maximum Percent of Mass Loss | |
| PAV aging temperature | AASHTO T315 |
| Dynamic Shear for “H”, “V” and “E” Grades, G*/sinδ Minimum 5000 kPae Test Temperature [°C] at 10 rad/s | AASHTO T315 |
| Creep Stiffness Maximum S value 300 MPa at 60 seconds Minimum m-value 0.300 at 60 seconds Test Temperature [°C] | AASHTO T313 |
| Direct Tension Minimum Failure Strain 1.0% (loading rate of 1.0 mm/min) Test Temperature [°C] | AASHTO T314 |
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