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UNIVERSITAS LAMBUNG MANGKURAT
FAKULTAS TEKNIK
LABORATORIUM MEKANIKA TANAH
Kampus Fakultas Teknik Unlam Jl. A. Yani KM 35,5 Banjarbaru 70174
Project : Test By :
Location : Date :
Sample No. : Keterangan :
DRY DENSITY DETERMINATION
1. Mixture of water cc
2. Blow per Layer
3. Number of Layer
4. Wmold + soil gram
5. Wmold gram
6. Wsoil gram
7. Volume of Soil cm3
8. g Gram/cm3
9. Moisture Content %
10. Dry Density Gram/cm3
MOISTURE CONTENT DETERMINATION
1. Container No.
2. Wcont + Wwet gr
3. Wcont + Wdry gr
4. Wwater gr
5. Wcont gr
6. Wdry gr
7. w %
8. Waverage %
DRY DENSITY DETERMINATION
COMPACTION TEST
Mold No.
Mold No.
1. Moisture Content
Mold No.
3. ZAV Dry Density
2. Specific Gravity
UNIVERSITAS LAMBUNG MANGKURAT
FAKULTAS TEKNIK
LABORATORIUM MEKANIKA TANAHKampus Fakultas Teknik Unlam Jl. A. Yani KM 35,5 Banjarbaru 70174
Project : Teste by :
Location : Date :
Sampel No. : Kind :
Sampel Diameter = mm Proving Ring :
Sampel Height = mm Calibration :
(0.01 mm) (inch)Load
Lbs
Load
Lbs
Load
Lbs
0,00 0,00 0,000
0,50 63,50 0,025
1,00 127,00 0,050
1,50 190,50 0,075
2,00 254,00 0,100
2,50 317,50 0,125
3,00 381,00 0,150
3,50 444,50 0,175
4,00 508,00 0,200
5,00 635,00 0,250
6,00 762,00 0,300
7,00 889,00 0,350
8,00 1016,00 0,400
9,00 1143,00 0,450
10,00 1270,00 0,500
MOISTURE CONTENT DETERMINATION
1. Container No.
2. Wcont + Wwet gr
3. Wcont + Wdry gr
4. Wwater gr
5. Wcont gr
6. Wdry gr
7. w %
8. Waverage %
DRY DENSITY DETERMINATION
1. Mold No.
2. Wmold + Wsoil gram
3. Wmold gram
4. Wsoil gram
5. Volume of Soil cm3
6. g Gram/cm3
7. Moisture Content %
8. Dry Density Gram/cm3
CBR TEST
ELAPSED TIME
(minute)
PENETRATION 1st
TEST 2st
TEST 3st
TEST
PROVING RING
10-4
inch
PROVING RING
0,0002 CM
PROVING RING
0,0002 CM
Mold No.
UNIVERSITAS LAMBUNG MANGKURAT
FAKULTAS TEKNIK
LABORATORIUM MEKANIKA TANAHKampus Fakultas Teknik Unlam Jl. A. Yani KM 35,5 Banjarbaru 70174
Proyek : Teste by :
Lokasi : Date :
Sampel No. : Kind :
CBR VALUE
0,1" 0,2" 0,1" 0,2"
10 0 0 0,00 0,00
25 0 0 0,00 0,00
56 0 0 0,00 0,00
SWELLING DETERMINATION
Days Mold 1 Mold 1Dial (mm) Swell (%) Dial (mm) Swell (%) Dial (mm) Swell (%)
123
4
CBR TEST
BLOWSLoads at Pent (Lbs) CBR Value (%)
0
0
0
1
1
1
1
0,000 0,100 0,200 0,300 0,400 0,500 0,600
Loa
ds
(Lb
s)
Penetration (Inch)
%1004500"2,0
"2,0
xLoads
atCBR %100
3000
"1,0
1,0 " xLoads
CBRat
UNIVERSITAS LAMBUNG MANGKURAT
FAKULTAS TEKNIK
LABORATORIUM MEKANIKA TANAHKampus Fakultas Teknik Unlam Jl. A. Yani KM 35,5 Banjarbaru 70174
Proyek : Teste by :
Lokasi : Date :
Sampel No. : Kind : 0
Maximum Dry Density = gram/cm3 0,00 0,00 0 0,00
Optimu Moisture Content = % 0,00 0,00 0 0,00
Percent CBR = % 0,00 0,00 0 0,00
0 0,00
0 0,00
CBR TEST
1,00
1,50
2,00
2,50
0 5 10 15 20 25 30
Dry
De
nsi
ty (
gra
m/c
m3)
Water Content (%)
1,00
1,50
2,00
2,50
0 5
Dry
Den
sity
(gr
am/c
m3
)
CBR (%)
