1)PPIB
Total mass = 93.01 g
|
Sieve
No.
|
Sieve
opening mesh size
|
Mass
of soil retained on each sieve(g)
|
Percent
of mass retained on each sieve (Rn) (%)
|
Cumulative
percentretained(%Cumulative Passing =100% - %Cumulative Retained)(%)
|
Percent
Finer
(100-∑Rn)
|
|
|
2mm
|
-
|
0
|
0
|
0
|
|
|
1mm
|
7.87
|
8.5
|
8.5
|
91.5
|
|
|
212µm
|
43.67
|
46.9
|
55.4
|
44.6
|
|
|
125µm
|
15.43
|
16.6
|
72
|
28
|
|
|
63µm
|
8.47
|
9.1
|
81.1
|
18.9
|
|
Pan
|
|
17.57
|
18.9
|
100
|
0
|
2)FSSA
Total mass = 71.04 g
|
Sieve
No.
|
Sieve
opening mesh size
|
Mass
of soil retained on each sieve(g)
|
Percent
of mass retained on each sieve (Rn)(%)
|
Cumulative
percentretained(%Cumulative Passing =100% - %Cumulative Retained)(%)
|
Percent
Finer
(100-∑Rn)
|
|
|
2mm
|
-
|
0
|
0
|
0
|
|
|
1mm
|
3.82
|
5.4
|
5.4
|
94.6
|
|
|
212µm
|
25.99
|
36.6
|
42
|
58
|
|
|
125µm
|
19.92
|
28
|
70
|
30
|
|
|
63µm
|
9.56
|
13.5
|
83.5
|
16.5
|
|
Pan
|
|
11.75
|
16.5
|
100
|
0
|
3)DKPBaru
Total mass = 144.32 g
|
Sieve
No.
|
Sieve
opening mesh size
|
Mass
of soil retained on each sieve(g)
|
Percent
of mass retained on each sieve (Rn)(%)
|
Cumulative
percent retained(%Cumulative Passing =100% - %Cumulative Retained)
|
Percent
Finer
(100-∑Rn)
|
|
|
2mm
|
5.05
|
3.5
|
3.5
|
96.5
|
|
|
1mm
|
13.20
|
9.1
|
12.6
|
87.4
|
|
|
212µm
|
44.08
|
30.5
|
43.1
|
56.9
|
|
|
125µm
|
26.82
|
18.7
|
61.8
|
38.2
|
|
|
63µm
|
12.56
|
8.7
|
70.5
|
29.5
|
|
Pan
|
|
42.61
|
29.5
|
100
|
0
|
4)Mengkabong
Total mass = 154.67 g
|
Sieve
No.
|
Sieve
opening mesh size
|
Mass
of soil retained on each sieve(g)
|
Percent
of mass retained on each sieve (Rn)(%)
|
Cumulative
percent retained(%Cumulative Passing =100% - %Cumulative Retained)
|
Percent
Finer
(100-∑Rn)
|
|
|
2mm
|
0.34
|
0.220
|
0.220
|
99.78
|
|
|
1mm
|
1.54
|
0.996
|
1.216
|
98.784
|
|
|
212µm
|
116.71
|
75.457
|
76.673
|
23.327
|
|
|
125µm
|
31.59
|
20.424
|
97.097
|
2.903
|
|
|
63µm
|
1.40
|
0.905
|
98.002
|
1.998
|
|
Pan
|
|
3.09
|
1.998
|
100
|
0
|
5)Odec
Total mass = 131.09 g
|
Sieve
No.
|
Sieve
opening mesh size
|
Mass
of soil retained on each sieve(g)
|
Percent
of mass retained on each sieve (Rn)(%)
|
Cumulative
percent retained(%Cumulative Passing =100% - %Cumulative Retained)
|
Percent
Finer
(100-∑Rn)
|
|
|
2mm
|
0
|
0
|
0
|
100
|
|
|
1mm
|
11.93
|
9.10
|
9.10
|
90.9
|
|
|
212µm
|
82.30
|
62.78
|
71.88
|
28.12
|
|
|
125µm
|
27.02
|
20.61
|
92.49
|
7.51
|
|
|
63µm
|
6.29
|
4.80
|
97.29
|
2.71
|
|
Pan
|
|
3.55
|
2.71
|
100
|
0
|
Discussion
Sieve analysis is built with different size of mesh with largest mesh size of 2mm and the smallest size of 63mm(micro). First, the soil is put on top of the shaker and on for 15minutes then the weight of the soil particle in each soil is calculated and tabulated. Sieve analysis is only suitable for calculating the soil particle with coarse sand, medium sand, fine sand and silt as it the mesh have the largest opening with 2mm and smallest opening with 63mm(micro). Any soil particle larger or smaller than these may be considered gravel or coarse sand and silt or clay.
The soil after sieve analysis
