BITUMEN PG 70 -10
BITUMEN PG 70/10
Product Specifications
Bitumen PG 70-10
Test title | Explanations | Standard Range | Test Method | |
min | max | |||
Penetration | at 25°C,(100 g,5 sec),mm/10 | REPORT | ASTM D5 / INSO 2950 | |
Softening Point | °C | REPORT | ASTM D36 / INSO 3868 | |
Flash Point | (Cleveland Open Cup),°C | 232 | ** | ASTM D92 / INSO 198 |
Kinematic Viscosity | at 135°c , Pa.s | ** | 3 | ASTM D2170 / INSO 12855 |
Dynamic Shear (DSR) | 70 °C, G*/sina, kPa | 1 | ** | ASTM D7175 |
Test on residue After RTFOT (ASTM D2872 / INSO 11898) | ||||
Dynamic Shear (DSR) | 70 °C, G*/sina, kPa | 2.2 | ** | ASTM D7175 |
Change of Mass | % | ** | 1 | ASTM D1754 / INSO 2957 |
Test on residue After PAV @100 °C (ASTM D6521) | ||||
Dynamic Shear (DSR) | 34 °C, G*/sina, kPa | ** | 5000 | ASTM D7175 |
Bending Beam Rheometer (BBR) | S @ -0°C 60s , Mpa | ** | 300 | ASTM D6648 |
Bending Beam Rheometer (BBR) | m @ -0°C | 0.3 | ** | ASTM D6648 |
Available Packaging Options:
BITUMEN PG 70 -10
Bitumen in Sebco:
PG 70-10 is used for paving dense-graded and open-graded Hot Mix Asphalt (HMA) as well as in road construction, spraying, and crack sealing applications. It is a popular choice for very cold areas. PG 70-10 is typically used in higher-elevation roadways. It is a paving asphalt cement mostly used for the production of Hot Mix Asphalt (HMA). This grade can also be used for sealing the edges of new to old paving and crack sealing. PG 70-10 is primarily used in high-elevation locations. This grade is a paving asphalt used for the production of Hot Mix Asphalt (HMA). It is also suitable for sealing purposes and crack treatment. PG 70-10 is commonly used in paving for both new construction and pavement treatment projects. It is used for dense-graded and open-graded Hot Mix Asphalt (HMA) and others. This grade is also used for sealing purposes and crack treatment. Additionally, it can be used for spray applications for bridge decks and pavement protective layers with fabrics and some modifications. It has been observed that with proper aggregate selection and asphalt content, HMA with PG 70-10 as the binder may show less tenderness compared to a similar mixture with a lower viscosity/softer asphalt. This can significantly reduce the typical tenderness problems of mixture shoving and checking during pavement surface scuffing and rolling and markings caused by traffic immediately after paving.