A contractor has contacted you to perform sieve analysis test on a
sample of fine aggregates and produced the following results.
Sieve,(mm) 4.75 2.36 2.00 1.18 0.60 0.30 0.15 0.075 pan Amount
retained, (g) 0 33.2 56.9 83.1 151.4 40.4 72.0 58.3 15.6 find the
following
a. D10, D30, D60 (EV7 marks)
b. Uniformity coefficient (CR7 marks)
c. Coefficient of curvature (AN6 marks)
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