MODBIT 10/40-65
General information
Polymer modified bitumen MODBIT 10/40-65 is used in road builidng to produce: asphalt concretes (AC) for all layers of a pavement, stone mastix asphalt (SMA) and thin hot-sprayed layers (SAM, SAMI). It complies with PN-EN 14023:2011/Ap1:2014-04.
Specification
Parameter | Unit of measurement | Value | Parameter class | Determination method |
Penetration at 25°C | 1/10 mm | 10 - 40 | 2 | PN-EN 1426 |
Softening point | °C | ≥ 65 | 5 | PN-EN 1427 |
Ductility | J/cm2 | 2 at 10°C | 6 | PN-EN 13589 PN-EN 13703 |
Mass change after ageing | % m/m | ≤ 0,5 | 3 | PN-EN 12607-1 |
Remaining penetration at 25°C | % | ≥ 60 | 7 | PN-EN 12607-1 PN-EN 1426 |
Increase of a softening point after ageing | °C | ≤ 8 | 2 | PN-EN 12607-1 PN-EN 1427 |
Flash-point | °C | ≥ 235 | 3 | PN-EN 13398 |
Fraas breaking point | °C | ≤ -5 | 7 | PN-EN 12593 |
Elastic recovery at 25°C | % | ≥ 50 | 5 | PN-EN 13398 |
Plasticity interval | °C | TBR | 1 | PN-EN 14023 |
Storage stability - difference at a softening piont | °C | ≤ 5 | 2 | PN-EN 13398 PN-EN 1427 |
Drop of a softening point after ageing | °C | TBR | 1 | PN-EN 12607-1 PN-EN 1427 |
Elastic recovery at 25°C after ageing | °% | ≥ 50 | 4 | PN-EN 12607-1 PN-EN 1427 |
Density at 15°C | g/cm3 | TBR | - |
ASTM D-3289 or |
TBR stands for a value given in certificates