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Resifix raises the softening point and is tougher than Pen 60/70. It has excellent temperature sensitivity and high temperature properties.
Superior rutting resistance at high temperatures with improved low-temperature embrittlement (abrasion-resistant and crack-resistant)
The mixture production and on-site construction are possible with the same facilities, machines, and conditions as Resifix PG70.
SSA provides polymer-modified asphalt (PMA) with the mobility, testing assurance, and on-site expertise to meet real-world paving demands across Indonesia.
Fast, flexible delivery tailored to project sites
Verified in both Indonesia and Japan (Showa Rekisei Industries)
Technical guidance during mixing and compaction
SSA is more than a supplier—we're a responsive partner committed to better paving outcomes.
SSA’s PMA products meet Indonesia’s General Specifications 2018 (Rev.2) standards and are validated through rigorous testing. Below is a summary of key performance criteria for PG70 and PG76 grades.
| No. | Types of Testing | Testing Method | Unit / Condition | Type I Aspalt |
Type II Modified | |
|---|---|---|---|---|---|---|
| PG70 | PG76 | |||||
| 1. | Penetration at 25°C (0.1 mm) | SNI 2456:2011 | 0.1 mm | 60-70 | Reported | |
| 2. | Dynamic Shear Modulus (G / sin δ) 1.0 kPa @ 10 rad/s (℃) | SNI 06-6442-2000 | ℃ | - | 70 | 76 |
| 3. | Kinematic Viscosity 135°C (cSt) | ASTM D2170-10 | cSt | ≥ 300 | ≤ 3000 | |
| 4. | Softening Point (℃) | SNI 2434:2011 | ℃ | ≥ 48 | Reported | |
| 5. | Ductility at 25°C, (cm) | SNI 2432:2011 | cm | ≥ 100 | - | |
| 6. | Flash Point (℃) | SNI 2433:2011 | ℃ | ≥ 232 | ≥ 230 | |
| 7. | Solubility in Trichloroethylene (%) | AASHTO T44-14 | % | ≥ 99 | ≥ 99 | |
| 8. | Specific gravity | SNI 2441:2011 | - | ≥ 1.0 | - | |
| 9. | Storage Stability: Softening Point Difference (℃) | ASTM D 5976-00 Part 6.1 and SNI 2434:2011 | ℃ | - | ≤ 2.2 | |
| 10. | Paraffin Wax Content (%) | SNI 03-3639-2002 | % | ≤ 2 | - | |
| Residue Testing of TFOT (SNI-06-2440-1991) or RTFOT (SNI-03-6835-2002) results: | ||||||
| 11. | Weight Lost (%) | SNI 06-2441-1991 | % | ≤ 0.8 | ≤ 0.8 | |
| 12. | Dynamic Shear Modulus (G / sin δ) 2.2 kPa @ 10 rad/s (℃) | SNI 06-6442-2000 | ℃ | - | 70 | 76 |
| 13. | Penetration at 25°C (% original) | SNI 2456:2011 | % original | ≥ 54 | ≥ 54 | ≥ 54 |
| 14. | Ductility at 25°C (cm) | SNI 2432:2011 | cm | ≥ 50 | ≥ 25 | ≥ 25 |
| Residue from PAV-aged asphalt binder (SNI 03-6837-2002) at a temperature of 100℃ and a pressure of 2.1 MPa | ||||||
| 15. | Dynamic Shear Modulus (G / sin δ) 5000 kPa @ 10 rad/s (℃) | SNI 06-6442-2000 | ℃ | - | 31 | 34 |
asphalt binders must comply with MOT Standard KP14 (2021) issued by Indonesia’s Ministry of Transportation. The required specifications are shown in the table below.
| No. | Test Item | Test Method | Unit / Condition | PG76 | PG82 |
|---|---|---|---|---|---|
| 1 | Viscosity at 135°C | ASTM D4402 | Pa·s (Max) | 3 | 3 |
| 2 | Dynamic Viscosity at 170°C | ASTM D4402 | Pa·s (Max) | 0.8 | 0.8 |
| 3 | (G / sin δ) @ 10 rad/s | ASTM D7175 | kPa (Min) | 1.00 @ 76℃ | 1.00 @ 82℃ |
| 4 | Penetration, 100g, 5s, 25℃ | ASTM D5 | 0.1 mm (Reported) | Reported | Reported |
| 5 | Softening Point | ASTM D36 | ℃ (Reported) | Reported | Reported |
| 6 | Flash Point | ASTM D92 | ℃ (Min) | 230 | 230 |
| 7 | Ductility @ 25℃, 10 cm | ASTM D8.14 | % (Min) | 75 | 75 |
| 8 | Mass Loss after RTFOT | ASTM D2872 | % w/w (Max) | 1 | 1 |
| 9 | (G / sin δ) after RTFOT | ASTM D7175 | kPa (Min) | 2.20 @ 76℃ | 2.20 @ 82℃ |
| 10 | Ductility after RTFOT @ 25℃, 10 cm | ASTM D8.14 | % (Min) | 75 | 75 |
| 11 | (G / sin δ) after PAV @ 100℃, 2.1 MPa, 20 hrs | ASTM D7175 | kPa (Max) | 34 | 37 |
| 12 | Penetration Difference after 48h @ 163℃ | ASTM D5 | 0.1 mm (Max) | 9 | 9 |
| 13 | Softening Point Difference after 48h @ 163℃ | ASTM D36 | ℃ (Max) | 5 | 5 |
| 14 | PG Plus Requirement – Elastic Recovery | ASTM D8.14 | % (Min) | 75 | 75 |
