Project : Penelitian Skripsi
Location : Samarinda, Kalimantan Timur
LL PL PI Clay Silt Sand Gravell Optimum
Water Content
Maximum Dry Unit Weight
(%) (Gs) (%) (%) (%) (%) (%) (%) (%) ( % ) (gr/cmᶟ)
Tanah
Asli - 3.64 2.58 28.30 20.17 8.13 16.48 22.38 61.14 0.00 6.60 1.62
Moisture
Content (W)
Atterberg Limit Hydrometer
Specific Gravity
Compaction Test
SUMMARY OF LABORATORY TEST
No. BH Depth
Project Tgl, bln, thn : 25 April 2024
Location Dikerjakan : Era Tri Hadi
Sampel : Tanah Asli Dihitung : Era Tri Hadi
No Sat. S1 S2
1 No. Container - IVB IIB
2 Weight Container gram 10.16 9.68
3 Weight Container + Wet Soil gram 31.38 31.18
4 Weight Container + Dry Soil gram 30.62 30.44
5 Weight Water gram 0.76 0.74
6 Weight Dry Soil gram 20.46 20.76
7 Moisture Content % 3.71 3.56
% Remark
Average Moisture Content 3.64
MOISTURE CONTENT TEST
: Penelitian Skripsi
: Samarinda, Kalimantan Timur
Project Tgl, bln, thn : 25 April 2024
Location Dikerjakan : Muhammad Agustang
Sampel : Tanah Asli Dihitung : Muhammad Agustang
No. Remark Sat. S-1 S-2
1 No. Pycnometer - A22 5A
2 Wt. Pycnometer (W1) gram 40.00 40.00
3 Wt. Pycnometer + Water (W2) gram 140.00 140.00 4 Wt. Pycnometer + Water + Soil (W3) gram 175.52 177.9
5 Temperature 25 25
6 Wt. Pycnometer + Soil (W4) gram 100.00 100.00
7 Wt. Soil (W5) = (W4-W1) gram 60 60
8 W6 = (W2+W5) gram 200 200
9 Volume Of Soil (W7) = (W6-W3) Cm3 24.48 22.1
10 Specific Gravity (Gs) = (W5/W7) 2.451 2.715
SPECIFIC GRAVITY TEST
: Penelitian Skripsi
: Samarinda, Kalimantan Timur
Average Specific Gravity 2.583
Project Tgl, bln, thn : 25 April 2024
Location : Samarinda, Kalimantan Timur Dikerjakan : Muhammad Agustang
Sampel : Tanah Asli Dihitung : Muhammad Agustang
Depth 0
W natural 03.64 %
LIQUID LIMIT Total Blow
No. Container E6 2 B7 B6 25 C5
Wt. Container (gram) 5.52 2.44 5.47 3.76 6.50 6.26
Wt. Container + Wet Soil (gram) 26.46 26.87 33.92 27.68 23.70 25.95 Wt. Container + Dry Soil (gram) 22.12 19.82 27.94 22.06 19.82 22.38
Wt. Water (gram) 4.34 7.05 5.98 5.62 3.88 3.57
Wt. Dry Soil (gram) 16.60 17.38 22.47 18.30 13.32 16.12
Moisture Content (%) 26.14 40.56 26.61 30.71 29.13 22.15
Moisture Content Average (%)
N = 25 %
PLASTIS LIMIT
No. Container B9 5 C3
Liquid Limit ( LL )= 28.30 %
Wt. Container 5.54 3.94 12.6
Plastis Limit ( PL )= 20.17 %
Wt. Container + Wet Soil 6.22 4.32 13.54
Plasticity Index ( PI )= 8.13 % Wt. Container + Dry Soil 6.14 4.24 13.38
Wt. Water 0.08 0.08 0.16
w - wpWt. Dry Soil 0.60 0.30 0.78
(IL = --- )= -2.033
Moisture Content 13.33 26.67 20.51
IpMoisture Content Average
Soil type= CL
Liquid index
W = 28.30
20.17
ATTERBERG LIMIT TEST
10 x 21 x 35 x
: Penelitian Skripsi
33.35 28.66 25.64
0 20 40
1 10 100
PUKULAN (N)
KADAR AIR (W)
25 28.30 %
Project Location
Sampel : Tanah Asli
Sieve Weight Total
Tested : Muhammad Agustang (mm) Ret. Weight Ret. Pass.
Date : 15 Juni 2012 Ret.
Date : 15 Juni 2012 9.51 0.00 0.00 0.00 100.00
Weight Sample Dry (W) : 100.00 4.75 0.00 0.00 0.00 100.00
Spesific Grafity (Gs) : 2.58 2.00 0.00 0.00 0.00 100.00
Meniskus Corrected (m) : 0.50 0.5 0.85 14.96 14.96 14.96 85.04
Type Hydrometer : 152 H 0.43 11.20 26.16 26.16 73.84
Hydrometer Corrected (a) : 1.014 0.075 34.98 61.14 61.14 38.86
k = a / W x 100 = 1.014
Time Temperature Meniscus Depth Constanta
Corrected
T R2 t R' = R1 - m L K
(menit) ( C) (cm)
0.5 38.0 - 1 26.0 37.5 10.2 0.01298
1 34.0 - 1 26.0 33.5 10.8 0.01298
2 30.0 - 1 26.0 29.5 11.5 0.01298
5 25.0 - 1 26.0 24.5 12.3 0.01298
15 22.0 - 1 26.0 21.5 12.8 0.01298
30 20.0 - 1 26.0 19.5 13.1 0.01298
60 18.0 - 1 26.0 17.5 13.4 0.01298
240 16.0 - 1 26.0 15.5 13.8 0.01298
1440 4.0 - 2 26.0 3.5 15.7 0.01298
Clay : 16.48 % Silt : 22.38 % Sand : 61.14 % Gravell : 0.00 %
(HYDROMETER TEST and SIEVE ANALYSIS)
Prosentase (%)
Pass.
R1 D = K ( L/T)1/2 Corrected P
Hydro
Reading Hydro Reading
Particle Diameter Hydrometer Prosentase Reading
: Penelitian Skripsi
: Samarinda, Kalimantan Timur
R = R1 - R2 (%)
0.0427 33.0 33.46
0.0585 37.0 37.52
0.0120 21.0 21.29
0.0086 19.0 19.27
0.0311 29.0 29.41
0.0204 24.0 24.34
0.0014 2.0 2.03
0.0061 17.0 17.24
0.0031 15.0 15.21
0 10 20 30 40 50 60 70 80 90 100
0.0010 0.0100 0.1000 1.0000 10.0000
FINER ( % ) (%)
PARTICLE DIAMETER (mm)
HIDROMETER CURVE and SIEVE ANALYSIS
CLAY SAND
2 4.75 0.425
0.075
GRAVELL SILT
F i n e M e d i u m C o a r s e
Project : Penelitian Skripsi
Location : Samarinda, Kalimantan Timur
No. Sample : Tanah Asli
Tested By : Hesti
Checked By : M. Ridwan, ST, M.Eng
Moisture Content
No. Container A2 A5 B11 A DS Y84 R17 R58 E3 F7
Weight Container + Wet Soil (gram) 23.53 22.75 21.13 24.47 31.00 31.38 34.27 30.93 30.17 31.50 Weight Container + Dry Soil (gram) 22.88 22.20 20.45 23.55 29.39 29.75 32.20 29.12 28.30 29.55
Weight Water (gram) 0.65 0.55 0.68 0.92 1.61 1.63 2.07 1.81 1.87 1.95
Weight Container (gram) 9.10 9.48 9.10 9.48 9.32 9.08 9.19 8.82 8.95 9.11
Weight Dry Soil (gram) 13.78 12.72 11.35 14.07 20.07 20.67 23.01 20.30 19.35 20.44
Moisture Content (%) 4.72 4.32 5.99 6.54 8.02 7.89 9.00 8.92 9.66 9.54
Average Moisture Content (%) Berat Isi
Wt. Mould/Ring + Sample (gram)
Wt. Mould/Ring (gram)
Wt. Sample (gram)
Dyameter Mold/Ring (cm) Height Mould/Ring (cm) Volume of Mould/Ring (gr/cm3) Wet Unit Weight (gr/cm3)
Moisture Content (%)
Dry Unit Weight (gr/cm3)
ɣdzav =
Optimum Moisture Content = 6.60 % Maksimum Dry Unit Weight = 1.62 gr/cm3
SOIL COMPACTION TEST
100 ml 125 ml 150 ml 175 ml 200 ml
A B C D E
4.52 6.26 7.95 8.96 9.60
5100 5185 5215 5110 5060
1525 1610 1640 1535 1485
3575 3575 3575 3575 3575
11.72 11.72 11.72 11.72 11.72
10.15 10.15 10.15 10.15 10.15
1.61 1.70 1.73 1.62 1.57
948.31 948.31 948.31 948.31 948.31
1.54 1.60 1.60 1.49 1.43
4.52 6.26 7.95 8.96 9.60
2.31 2.22 2.14 2.10 2.07
0.000 0.500 1.000 1.500 2.000 2.500
0.00 3.00 6.00 9.00 12.00 15.00
Berat Isi Kering (ϒdry)
Kadar Air (%) W opt
γd maks
