Dear All,
Thank you for response. I want to follow the 1 sample per day criteria. Please can anyone refer a code for the above said criteria. Which code to follow and which code has it defined clearly??
Thank you Ron,
Now, my question here is, should i take only one sample for 5 days of concreting (that would be 100 cubic meters considering 20 cubic meters of concrete each day) or should i take 1 sample for each day. The latter one would not be economic.
I would like to know how to do sampling for a continuous work. I am in a railway project where thousands of foundation are to be done. Each day around 10 foundations (20 meter cube of concrete) are being done. Should I do sampling for each day separately or should i consider for whole project...
