| Updated | Display | Daily Range (±USD) | Today Price (USD/MT) | Packaging | Grade |
|---|---|---|---|---|---|
| 2026.01.06 | 362$±3$ | 3 | 362 | FOB Bandar Abbas-Drum | 60/70 |
| 2026.01.06 | 353$±3$ | 3 | 353 | FOB Bandar Abbas-Jumbo Bag | 60/70 |
| 2026.01.06 | 345$±3$ | 3 | 345 | FOB Bandar Abbas-Flexi Bag | 60/70 |
| 2026.01.06 | 365$±3$ | 3 | 365 | FOB Bandar Abbas-Drum | 80/100 |
| 2026.01.06 | 357$±3$ | 3 | 357 | FOB Bandar Abbas-Jumbo Bag | 80/100 |
| 2026.01.06 | 345$±3$ | 3 | 345 | FOB Bandar Abbas-Flexi Bag | 80/100 |
| 2026.01.06 | 365$±3$ | 3 | 365 | FOB Bandar Abbas-Drum | 200/300 |
| 2026.01.06 | 353$±3$ | 3 | 353 | FOB Bandar Abbas-Flexi Bag | 200/300 |
| 2026.01.06 | 365$±3$ | 3 | 365 | FOB Bandar Abbas-Flexi Bag | 35/50 |
| 2026.01.06 | 365$±3$ | 3 | 365 | FOB Bandar Abbas-Drum | 40/50 |
| 2026.01.06 | 365$±3$ | 3 | 365 | FOB Bandar Abbas-Drum | 50/70 |
| 2026.01.06 | 362$±3$ | 3 | 362 | FOB Bandar Abbas-Drum | VG 10 |
| 2026.01.06 | 365$±3$ | 3 | 365 | FOB Bandar Abbas-Drum | VG 30 |
| 2026.01.06 | 365$±3$ | 3 | 365 | FOB Bandar Abbas-Drum | VG 40 |
| 2026.01.06 | 3620±3$ | 3 | 360 | FOB Bandar Abbas-Drum | AH 70 |
| 2026.01.06 | 362$±3$ | 3 | 362 | FOB Bandar Abbas-Drum | AH 90 |
| 2026.01.06 | 380$±3$ | 3 | 380 | FOB Bandar Abbas-Drum | PG 76-10 |
| 2026.01.06 | 375$±3$ | 3 | 375 | FOB Bandar Abbas-Drum | PG 70-10 |
| 2026.01.06 | 61.5$±3$ | 3 | 61.5 | London-Bulk | Curde Oil Brent |
| 2026.01.06 | 58$±3$ | 3 | 58 | Texas-Bulk | Curde Oil WTI |
| 2026.01.06 | 62$±3$ | 3 | 62 | FOB UAE | Curde Oil Dubai |
| 2026.01.06 | 60±3$ | 3 | 59.8 | OPEC Basket |
Performance Grade (PG) Bitumen – Advanced Specifications & Applications
Performance Grade (PG) bitumen is engineered using the Superpave system to deliver stable and reliable performance under real pavement temperatures and heavy traffic loads. Unlike penetration or viscosity grades, PG grades are classified based on the maximum and minimum temperatures that the pavement will experience, making them ideal for modern highways and high-performance asphalt mixes.
We provide a full range of PG grades including PG 64-16, PG 70-10, PG 76-10, and PG 82-10. These grades offer excellent resistance to rutting in hot climates, improved fatigue resistance for heavy traffic, and high flexibility against thermal cracking in cold conditions. All PG grades follow AASHTO M320 performance standards to ensure maximum durability and long-term pavement stability.
PG bitumen is widely used in:
- High-traffic expressways and motorways
- Heavy-load industrial and logistics pavements
- Airport runways, taxiways, and aprons
- Urban roads with frequent braking and acceleration
- Infrastructure requiring long service life and minimal maintenance
Choosing the correct PG grade ensures superior pavement durability, improved deformation resistance, longer fatigue life, and stable behavior across extreme temperature variations. The analysis table below presents detailed technical values for each PG grade, helping engineers and buyers make precise and project-specific decisions.
| Performance Grade (PG) | |||||||
|---|---|---|---|---|---|---|---|
| PG 82 | PG 76 | PG 70 | PG 64 | PG 58 | PG 52 | PG 46 | Description |
| <82 | <76 | <70 | <64 | <58 | <52 | <46 | Average 7-day maximum pavement design temperature, °C |
| >-10 → -16 16 → -22 >-28 → -34 |
>-10 → -16 >-22 → -28 >-28 → -34 |
>-10 → -16 -22 → -28 >-34 → -40 |
>-10 → -16 -22 → -28 >-34 → -40 |
>-16 → -22 -28 >-34 → -40 |
>-10 → -16 -22 → -28 34 >-40 → -46 |
>-34 → -40 >-46 |
Minimum pavement design temperature, °C A |
| Original Binder | |||||||
| 230 | Flash Point Temperature, D92 min °C 230 |
||||||
| 135 | Viscosity, D4402:B max 3 Pa·s Test Temp., °C ø 135 |
||||||
| 82 | 76 | 70 | 64 | 58 | 52 | 46 | Dynamic Shear, D7175:C G*/sinδ, min. 1.00 kPa 25 mm Plate, 1 mm Gap Test Temp. at 10 rad/s |
| Rolling Thin Film Oven (Test Method D2872) | |||||||
| 1 | Mass Change, max. percent | ||||||
| 82 | 76 | 70 | 64 | 58 | 52 | 46 | Dynamic Shear, D7175:C G*/sinδ, min. 2.20 kPa 25 mm Plate, 1 mm Gap Test Temp. at 10 rad/s, °C |
| Pressure Aging Vessel Residue (Practice D6521) | |||||||
| 100 (110) | 100 (110) | 100 (110) | 100 | 100 | 90 | 90 | PAV Aging Temperature, °C D |
| 40 37 34 31 28 |
37 34 31 28 25 |
34 31 28 25 22 19 |
31 28 25 22 19 16 |
25 22 19 16 13 |
25 22 19 16 13 10 7 |
10 7 4 | Dynamic Shear, D7175 G*·sinδ, max 5000 kPa 8 mm Plate, 2 mm Gap Test Temp. at 10 rad/s, °C |
| 0 – 6 – 12 – 18 18 – 24 |
0 – 6 – 12 – 18 18 – 24 |
0 – 6 – 12 – 18 –24 – 30 |
0 – 6 – 12 – 18 –24 – 30 |
–6 – 12 – 18 –24 – 30 |
0 – 6 – 12 – 18 –24 – 30 – 36 |
–24 – 30 – 36 | Critical Low Cracking Temperature, D6816; E PASS Test Temp °C |
