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Figure 7. Addition of fibres recycled from waste tyres to bitumen (type: B50/70). (a) Plot G*/sin 6 versus temperature for evaluation of stableness anc resistance against deformation; test frequency 1.6 Hz; silt: 1.0 mm; must not fall below 1.0 kPa. (b) Plot viscosity versus temperature for evaluation o processability; for pumping viscosity must not exceed 3 000 mPa-s at 135°C. (c) Plot apparent stiffness versus temperature for evaluation of low tempera ture behaviour. (d) Plot m-value versus temperature for evaluation of relaxation and creep behaviour.

Figure 7 Addition of fibres recycled from waste tyres to bitumen (type: B50/70). (a) Plot G*/sin 6 versus temperature for evaluation of stableness anc resistance against deformation; test frequency 1.6 Hz; silt: 1.0 mm; must not fall below 1.0 kPa. (b) Plot viscosity versus temperature for evaluation o processability; for pumping viscosity must not exceed 3 000 mPa-s at 135°C. (c) Plot apparent stiffness versus temperature for evaluation of low tempera ture behaviour. (d) Plot m-value versus temperature for evaluation of relaxation and creep behaviour.