In: Civil Engineering
Mix the aggregates given the results of sieve analysis test in Table 1 in appropriate proportions, show the granulometry curves of each aggregate and mixture in Figure 2, calculate the fineness modulus (FM) of the mixture.
| 
 Sieve Size (mm)  | 
 31,5  | 
 16  | 
 8  | 
 4  | 
 2  | 
 1  | 
 0,5  | 
 0,25  | 
| 
 A1(Passing) %P1  | 
 100  | 
 90  | 
 85  | 
 55  | 
 10  | 
 0  | 
 0  | 
 0  | 
| 
 A2 (Retained, g)  | 
 0  | 
 0  | 
 0  | 
 0  | 
 200  | 
 300  | 
 200  | 
 100  | 
| 
 A3(100-%P3)  | 
 0  | 
 60  | 
 95  | 
 100  | 
 100  | 
 100  | 
 100  | 
 100  | 
| Column 1 | Column 2 | Column 3 = 100-column 2 | Column 4 ,column 3 is changed into individual | Column 5 | Column 6, % calculated | Column 7 | Column 8, cumulative converted into normal | Column 9 | Column 10 | 
| Sieve Size | A1 | A1 | A1 | A2 | A2 | A3 | A3 | Mixutre | Mixture cumulative retained | 
| mm | %P1 | % cumulative retained | % retained | RETAINED G | % retained | 100-P, % | % retained | % retained of (A1+A2+A3)/3 | % | 
| 31.5 | 100 | 0 | 0 | 0 | 0.00 | 0 | 0 | 0.00 | 0 | 
| 16 | 90 | 10 | 10 | 0 | 0.00 | 60 | 60 | 23.33 | 23.33 | 
| 8 | 85 | 15 | 5 | 0 | 0.00 | 95 | 35 | 13.33 | 36.67 | 
| 4 | 55 | 45 | 30 | 0 | 0.00 | 100 | 5 | 11.67 | 48.33 | 
| 2 | 10 | 90 | 45 | 200 | 25.00 | 100 | 0 | 23.33 | 71.67 | 
| 1 | 0 | 100 | 10 | 300 | 37.50 | 100 | 0 | 15.83 | 87.50 | 
| 0.5 | 0 | 100 | 0 | 200 | 25.00 | 100 | 0 | 8.33 | 95.83 | 
| 0.25 | 0 | 100 | 0 | 100 | 12.50 | 100 | 0 | 4.17 | 100.00 | 
| ∑ | 463.33 | 
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