Perbandingan Perencanaan Tebal Perkerasan Jalan Paving Block Metoda Analisa Komponen (MAK) 1987 dengan MAK 2002

Concrete blocks are an alternative surface coating for road construction made of a mixture cement, filler and water. The that will be redesigned with pavement thickness is the DR. Moh. Hatta section Pasar Baru - Gate Unand Padang. This has uphill contour so conventional roads unable to withstand flow water falling down, causing puddles can damage construction. Pavement planning paving block on Jalan Padang uses 1987 component analysis method 2002 by entering parameters: carrying capacity soil obtained from CBR value subgrade, traffic load average daily traffic. With subgrade 5.25%, 8 cm thick K-300 quality, 100% crushed stone foundation layer, 70% gravel bottom layer. So 1987CAM results layer cm, 10 lean concrete, 15 top While CAM thick, layer.