sand, local kaolin and water were mixed in different ratio: 87.5:8:4.5, 86.5:9:4.5, 85.5:10:4.5, 84.5:11:4.5, 83.5:12:4.5 and 82.5:13:4.5 of A, B, C, D, E and F samples respectively. Developed Azare Silica sand mould test specimens were made from these six samples. The physico-mechanical properties such as green compression, dry