Performance of asphaltic concrete modified with recycled crushed bricks

The pavement industry relies greatly on this conventional material in constructing the road. However, shortage of mined has led to need finding alternative with local materials partially substitute asphalt components. also contributed thermal and greenhouse emission resulting from mining activities. In addition, throughout year, amount construction demolition (C&D) waste generated civil activities particularly Malaysia is increasing alarming rate. Recycling C&D specifically bricks viewed as reasonable potential aggregate modifier impulse for greener sustainable production. paper, recycled crushed (RCB) introduced bituminous wearing course partial replacement coarse aggregates. replaced RCB proportions 0%, 10%, 20%, 30% 40% by weight. This study summarizes results laboratory evaluation Los Angeles Abrasion Value, Aggregate Crushing Value Marshall Test. Results show that asphaltic concrete modified 10% lowest abrasion crushing values which were 20.2% respectively. Similarly, mix highest Stability flow 15.61 kN 3.37 mm Thus, aggregates suitable be used can reduce dependency natural utilize efficiently.