Menciptakan nilai yang langgeng untuk
Indonesia dengan inovasi teknologi
Resifix meningkatkan titik lembek dan lebih tangguh daripada Pen 60/70. Memiliki sensitivitas suhu yang sangat baik dan sifat suhu tinggi.
Ketahanan alur (rutting) yang unggul pada suhu tinggi dengan peningkatan kerapuhan suhu rendah (tahan abrasi dan tahan retak)
Produksi campuran dan konstruksi di lokasi dapat dilakukan dengan fasilitas, mesin, dan kondisi yang sama dengan Resifix PG70.
SSA menyediakan aspal modifikasi polimer (PMA) dengan mobilitas, jaminan pengujian, dan keahlian di lapangan untuk memenuhi kebutuhan pengaspalan di seluruh Indonesia.
Pengiriman cepat dan fleksibel disesuaikan dengan situs proyek
Disahkan di Indonesia dan Jepang (Showa Rekisei Industries)
Bimbingan teknis selama penggilingan dan pengenduran
SSA lebih dari sekadar pemasok—kami adalah mitra responsif yang berkomitmen untuk hasil pengaspalan yang lebih baik.
Produk PMA SSA memenuhi standar Spesifikasi Umum 2018 (Rev.2) Indonesia dan divalidasi melalui pengujian yang ketat. Berikut adalah ringkasan kriteria kinerja utama untuk grade PG70 dan PG76.
| 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 |
