Viscosity Grade (VG) Table
In the early 1960s, an improved asphalt grading system was introduced, incorporating a scientifically based viscosity test. The test is conducted at two key temperatures: 60 °C ± 0.3 °C, representing the average road surface temperature under sunshine, and 135 °C, reflecting the average temperature of bitumen during asphalt mixing.
In hot climates, bitumen with low penetration and high viscosity (e.g., VG40) is used to prevent deformation under high ambient temperatures. Conversely, in cooler regions, bitumen with high penetration and low viscosity (e.g., VG10) is preferred to minimize cracking under freezing conditions.
| Test | VG-10 | VG-20 | VG-30 | VG-40 |
| Dynamic viscosity @60°C (poise) | 1000 ± 200 | 2000 ± 400 | 3000 ± 600 | 4000 ± 800 |
| Kinematic Viscosity @135°C (Min, Cst) | 250 | 300 | 350 | 400 |
| Penetration, 25°C, 100g 5s, min | 80 | 60 | 45 | 35 |
| Flash Point °C | 220 | 220 | 220 | 220 |
| Softening Point °C | 40 | 45 | 47 | 50 |
| Solubility in Trichloroethylene (min %) | 99.0 | 99.0 | 99.0 | 99.0 |
| Test on residue from Thin Film Oven Test | _ | _ | _ | _ |
| Ductility, 25°C, 5cm/min, cm | 75 | 50 | 40 | 25 |
| Viscosity Ratio @60°C Max | 4.0 | 4.0 | 4.0 | 4.0 |