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Performance Grade Bitumen

A binder selected for defined pavement design temperatures. Its laboratory profile considers the original binder and simulated ageing; climate, traffic, reliability and the project standard guide selection. The two temperature values identify the specified high- and low-temperature grade, not the air temperature on the delivery day. Send the required PG designation and project test requirements so the proposed binder can be reviewed against the same specification.

Performance Grade Bitumen

Reference grade range

PG58-22PG64-10PG64-16PG64-22PG70-10PG70-28PG76-22PG76-28PG82-10

General applications

  • Roads and highways
  • Industrial roads and loading areas
  • Airport pavements to the authority’s requirements

Reference technical specifications · PG64-10

Reference limits from the SRNT catalogue, not measured batch results or a COA. Availability, the applicable standard edition and contractual limits are confirmed for each enquiry.

Reference technical specifications · PG64-10
Property / conditionUnitReference limitTest method
PAVEMENT DESIGN TEMPERATURES
Average 7-day maximum pavement temperature°C64Grade designation
Minimum pavement design temperature°C-10Grade designation
ORIGINAL BINDER
Flash point (Cleveland open cup)°C≥230AASHTO T48
Rotational viscosity at 135°CPa·s≤3.00AASHTO T316
DSR, G*/sinδ at 64°C, 10 rad/skPa≥1.00AASHTO T315
AFTER RTFO AGING
Mass change (absolute value)mass %≤1.00AASHTO T240
DSR, G*/sinδ at 64°C, 10 rad/skPa≥2.20AASHTO T315
AFTER PAV AGING OF RTFO RESIDUE
PAV conditioning temperature¹°C100AASHTO R28
DSR, G*·sinδ at 31°C, 10 rad/skPa≤5000AASHTO T315
BBR creep stiffness, S at 0°C, 60 sMPa≤300AASHTO T313
BBR m-value at 0°C, 60 s-≥0.300AASHTO T313
Physical hardening at 0°C, 24 h-ReportAASHTO T313
Direct tension² at 0°C, 1 mm/min% strain≥1.0AASHTO T314

¹ PAV conditioning follows the specified climatic protocol; 110°C may be required for desert climates.

² Where permitted by the contract specification, direct tension can replace the stiffness limit when S is 300-600 MPa; the m-value requirement still applies.

Reference PG profile. The contract standard and edition govern acceptance. M332 / MSCR traffic requirements and modification status are reviewed separately if requested.

DSR: dynamic shear rheometer. BBR: bending beam rheometer. RTFO: rolling thin-film oven. PAV: pressure aging vessel.

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