PG Bitumen 64-22 Supplier — AASHTO M320 Performance Graded Binder
PG 64-22 is the workhorse paving binder of the Superpave system: an unmodified, performance graded asphalt binder specified for pavements where the seven-day average maximum design temperature reaches 64 °C and the minimum design temperature falls to −22 °C. It is the most widely produced PG grade in the world, and the default binder for dense-graded hot mix asphalt across temperate and warm climates. Zumrut International Kimya supplies it in bulk and drums from Turkey, the UAE and Iran.

What is PG Bitumen 64-22?
PG 64-22 is a Performance Graded asphalt binder classified under the Superpave system developed by the Strategic Highway Research Program in the United States and codified as AASHTO M320. Unlike penetration or viscosity grading, which describe the binder at a single laboratory temperature, performance grading specifies it against the temperatures the pavement will actually experience in service.
What the two numbers actually mean
This is where most product descriptions go wrong. The numbers are pavement design temperatures, not binder properties:
64 is the seven-day average maximum pavement design temperature in degrees Celsius, measured 20 mm below the surface. The binder must still resist permanent deformation at that temperature.
−22 is the minimum pavement design temperature at the surface. The binder must still resist thermal cracking when the pavement contracts at that temperature.
Together they define a useful temperature interval of 86 °C. An unmodified binder can usually cover an interval of about 90 °C before polymer modification becomes necessary, which is exactly why PG 64-22 can be produced straight from refining without additives, and why it costs less than a modified grade such as PG 76-22.
AASHTO M320 requirements for PG 64-22
Every requirement below is tested at a temperature derived from the grade itself. This is the table a specifying engineer will check before approving a supply.
| Property | Test method | Condition | Requirement |
|---|---|---|---|
| Flash point | AASHTO T48 / ASTM D92 | Cleveland open cup | 230 °C min |
| Rotational viscosity | AASHTO T316 | 135 °C | 3.0 Pa·s max |
| Dynamic shear, G*/sinδ | AASHTO T315 | Original binder, 64 °C | 1.00 kPa min |
| Mass change after RTFO | AASHTO T240 | 163 °C | 1.00 % max |
| Dynamic shear, G*/sinδ | AASHTO T315 | RTFO residue, 64 °C | 2.20 kPa min |
| Dynamic shear, G*·sinδ | AASHTO T315 | PAV residue (100 °C), 25 °C | 5000 kPa max |
| Creep stiffness, S | AASHTO T313 (BBR) | PAV residue, −12 °C | 300 MPa max |
| Creep slope, m-value | AASHTO T313 (BBR) | PAV residue, −12 °C | 0.300 min |
The BBR test runs at −12 °C rather than −22 °C because Superpave applies a 10 °C shift to compensate for the difference between the one-hour laboratory loading time and the two-hour field equivalent. This is standard practice, not a relaxation of the grade.
Specification
| Characteristics | Units | Standard | Value |
|---|---|---|---|
| Fresh binder | |||
| Flash point | ºC | AASHTO T48 | >230 |
| Rotational viscosity @ 135ºC | Pa.s | AASHTO T316 | <3,00 |
| DSR T for G*/sin δ>1 kPa | ºC | AASHTO T315 | 64 |
| Hardening Resistance at 163 ºC (RTFOT) | |||
| Mass change (absolute value) | % | AASHTO240 | 1,00 |
| DSR T for G*/sin δ>2,20 kPa | ºC | AASHTO T315 | 64 |
| PAV aging | EN-14769 | ||
| DSR T for G*·sin δ<5000 kPa | ºC | AASHTO T315 | 22 |
| BBR T for stiffness (S)<300 MPa | ºC | AASHTO T313 | -12 |
| BBR T for m-value>0,3 | ºC | AASHTO T313 | -12 |
Where PG 64-22 is used
Grade selection starts with the climate at the project site, not with the product catalogue. PG 64-22 is the right binder when the pavement design temperatures fall inside its interval — broadly, regions with hot summers and moderate winters. Much of the Middle East, North Africa, southern Europe, South and Southeast Asia, and the central and southern United States sit comfortably in this band.
Where traffic is slow-moving or heavily loaded — bus lanes, intersections, container yards, port aprons — the effective loading time increases and the binder behaves as if the pavement were hotter. In those cases engineers commonly step up one or two high-temperature grades to PG 70-22 or PG 76-22 rather than staying with 64.
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Dense-graded hot mix asphalt
The dominant use. Compatible with virtually all standard HMA mix designs without reformulation, which is a large part of why contractors default to it.
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Highways and expressways
Base, binder and surface courses on new construction and full-depth reconstruction in temperate to warm climates.
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Overlays and resurfacing
Thin and structural overlays where the existing pavement is sound and the requirement is a durable new wearing surface.
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Airport pavements
Runways, taxiways and aprons where the specification calls for an unmodified binder rather than a polymer-modified grade.
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Urban and rural roads
Municipal streets, rural highways and access roads, where cost per tonne carries real weight in the tender.
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Parking areas and hardstanding
Car parks, service yards and light industrial hardstanding with static or slow-moving loads.
How PG 64-22 compares to neighbouring grades
Move the first number to change rutting resistance in heat. Move the second to change cracking resistance in cold. Each 6 °C step is one grade.
| Grade | Useful interval | Modified? | Choose it when |
|---|---|---|---|
| PG 58-16 | 74 °C | No | Cooler summers, mild winters — softer than 64-22 |
| PG 64-22 This page | 86 °C | No | Hot summers, moderate winters, normal traffic speed |
| PG 70-10 | 80 °C | No | Very hot climate with no real winter — Gulf, equatorial |
| PG 70-16 | 86 °C | Usually no | Hotter than 64-22 needs, winters still mild |
| PG 76-16 | 92 °C | Yes | Extreme heat, heavy or slow traffic, no severe cold |
| PG 76-22 | 98 °C | Yes | Wide temperature swing plus heavy loading — highest performance |
See the full range on our PG bitumen page, or compare against penetration grades and viscosity grades.
Storage, handling and working temperatures
PG binders are graded on properties that degrade with heat and time. Every hour spent in a hot tank is oxidative ageing that the RTFO test was designed to simulate, so temperature discipline is not a formality — it is what keeps the delivered grade the grade you specified.
| Operation | Temperature | Notes |
|---|---|---|
| Storage | 140–165 °C | Circulate to avoid local overheating; do not hold at the top of the range longer than necessary |
| Pumping | 150 °C approx. | Insulated and traced lines; avoid cold spots that cause blockage |
| Mixing (HMA) | 150–165 °C | Set by the viscosity-temperature curve of the delivered batch, not by habit |
| Compaction | 130–145 °C | Density is lost quickly below this range |
| Absolute maximum | 180 °C | Above this the binder ages rapidly and the grade can drop |
Flash point is a minimum of 230 °C, which leaves a wide margin over working temperatures, but that margin is not a licence to overheat. Keep tanks under nitrogen blanket or sealed where extended storage is unavoidable, use indirect heating, and never apply direct flame to a cold mass. Personal protective equipment is mandatory during transfer and application: heat-resistant gloves, face shield or goggles, and flame-resistant clothing. Full hazard and first aid data is in the product MSDS, issued with every shipment.
Packing and delivery
| Packing | Unit | Per 20′ container | Notes |
|---|---|---|---|
| Bulk bitutainer | 20–22 MT | 1 unit | Heated discharge at destination; lowest cost per tonne on volume |
| Bulk tanker | 25–30 MT | n/a — road/rail | For regional delivery within Turkey, the Gulf and neighbouring markets |
| Steel drum | 180 kg | 80 drums = 14.4 MT | New drums; suited to ports without heated discharge facilities |
| Steel drum | 200 kg | 80 drums = 16.0 MT | Lowest packing cost per tonne in drummed form |
Container figures are typical for standard 20′ dry containers and vary with the shipping line’s payload limit for the route.
Frequently asked questions
What do the numbers in PG 64-22 mean?
They are pavement design temperatures, not binder properties. 64 is the seven-day average maximum pavement design temperature in °C, measured 20 mm below the surface. −22 is the minimum pavement design temperature at the surface. The binder must meet the AASHTO M320 criteria at both ends.
Is PG 64-22 polymer modified?
No. Its useful temperature interval is 86 °C, which an unmodified binder can achieve straight from refining. Modification is normally needed above roughly 90 °C of interval — that is why PG 76-22 is modified and PG 64-22 is not, and why the price gap between them exists.
What is the difference between PG 64-22 and PG 70-22?
One high-temperature grade step, 6 °C. PG 70-22 resists rutting at a pavement temperature 6 °C higher. Engineers commonly specify the step-up not because the climate is hotter but because traffic is slow or heavily loaded, which has the same effect on the binder as extra heat.
How does PG 64-22 compare to penetration grade 60/70?
They are different grading systems, not different products. Penetration 60/70 describes consistency at a single temperature (25 °C); PG 64-22 describes performance across the full service range after simulated short-term and long-term ageing. Many binders that grade as 60/70 will also grade as PG 64-22, but the reverse is not guaranteed and the two cannot be substituted on specification alone. See our penetration grade page.
What is the minimum order quantity?
100 MT. In drums this is five 20′ containers; in bulk bitutainers it is five units. Mixed grades within one shipment are accepted provided each grade reaches one full container.
What mixing and compaction temperatures should we use?
Typically 150–165 °C for mixing and 130–145 °C for compaction, but the correct figures come from the viscosity-temperature curve of the delivered batch. Our certificate of analysis includes rotational viscosity at 135 °C so your plant can set the curve rather than working from a generic number.
Do you provide a certificate of analysis and third-party inspection?
Yes to both. A batch certificate against AASHTO M320 is issued before every shipment as standard. SGS, Bureau Veritas or the surveyor named in your contract can additionally attend loading for quality and quantity.
How is PG 64-22 priced?
Price per metric tonne moves with crude and feedstock cost, and depends on packing, loading port and Incoterm. Indicative levels are published on our bitumen price page and updated weekly; a firm quote is issued against a specific quantity, port and delivery window.
Ready to start your PG 64-22 project?
Send us the quantity, packing and discharge port and we will come back with a firm price, a production schedule and the documentation list for your customs clearance. If your specification names a design temperature range rather than a grade, send that instead — we will confirm which PG grade meets it before you commit to a tender price.
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