Due to the failure characteristics and imperfections of existing continuously reinforced concrete pavement (CRCP), a new CRCP structure is developed. The base course uses roller compacted concrete (RCC) over a gravel cushion. The surface layer is divided into two layers, where the upper layer is rubberized cement concrete, and the second layer is continuously reinforced concrete. An asphalt concrete layer is inserted between the base layer and the surface layer to act as an anti-scouring agent. Continuous longitudinal and transverse steel and s...
