Tire rubber modified asphalt concrete requires specific technical parameters for effective performance. Key requirements include the appropriate rubber content, typically between 5% to 20% by weight of the binder, and proper processing temperatures, usually between 180°C to 200°C. The rubber must be finely ground to enhance dispersion and compatibility with the asphalt. Additionally, the modified binder should meet performance grading specifications, such as PG 76-22, to ensure durability and resistance to deformation and cracking under varying temperatures.