Observing the results, strength aspects of ceramic waste aggregate concrete is well within the permissible limits and ideal replacement level of ceramic waste is 20% and 40%.Water absorption of ceramic waste aggregate was 0.18% higher than that of natural aggregate (0.10%), due to the opening of pore structure during crushing and chiselling. Even after crushing and chiselling, few cracks were observed on surface of ceramic waste. For these reasons water absorption was little more than that of the natural aggregate. The 3 and 28 days compressive strength was found to range from 24.57-43.33N/mm2 for different mixes respectively. The above strength properties were found to compare closely with normal concrete. The proportion of 17% natural sand to 24% quarry dust produced higher values of compressive strength. For the same proportion of 17% natural sand and 24% quarry dust at 1:1.41:2.38 mix and 0.47 water/cement ratio, a logarithmic model has been developed for predicting the compressive strength of concrete between 0 and 28 days.