POLITEKNIK NEGERI BANDUNG - CIVIL ENGINEERI SOIL TESTING LABORATOR Jl. Geger Kalong Hilir, Desa Ciwaruga Bandung, Tel Project Check by Location Date Specific of gravity (Gs) No. Sample 1 Location No. 11 12 Wt of picnometer 24.47 26.70 Wt of picnometer + dry soi 33.03 36.64 Wt of picnometer + soil + 79.92 82.37 Wt of picnometer + water 74.71 76.29 Wt of dry soil 8.56 9.94 Spasific of gravity 2.555 2.575 Average 2.565 Temperature 26 26 Corection 0.9983 0.9983 Average of Gs 2.450
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POLITEKNIK NEGERI BANDUNG - CIVIL ENGINEERING DEPARTMENT
SOIL TESTING LABORATORY Jl. Geger Kalong Hilir, Desa Ciwaruga Bandung, Telp. 022 - 201 45 83
Project Check by
Location Date
Specific of gravity (Gs)
No. Sample 1
Location
No. 11 12
Wt of picnometer 24.47 26.70
Wt of picnometer + dry soil 33.03 36.64
Wt of picnometer + soil + water 79.92 82.37
Wt of picnometer + water 74.71 76.29
Wt of dry soil 8.56 9.94
Spasific of gravity 2.555 2.575
Average 2.565
Temperature 26 26
Corection 0.9983 0.9983
Average of Gs 2.450
POLITEKNIK NEGERI BANDUNG - CIVIL ENGINEERING DEPARTMENT
SOIL TESTING LABORATORY Jl. Geger Kalong Hilir, Desa Ciwaruga Bandung, Telp. 022 - 201 45 83
Project Check by
Bor location Date
Atterberg LimitsNo. Sample : 1
Location : 0
Testing Liquid Limit (LL) Plastic Limit (PL)
No. 1 2 3 4 1
Wt of can 15.82 15.78 15.67 15.33 15.65
Wt of wet soil + can 36.84 33.34 33.13 31.81 25.57
Wt of dry soil + can 31.40 29.03 28.91 27.99 23.84
Wt of moisting 5.44 4.31 4.22 3.82 1.73
Wt. of dry soil 15.58 13.25 13.24 12.66 8.19
Water content 34.92 32.53 31.87 30.17 21.12
Average 21.47
Number of blow 10 20 29 39
Limit value LL = 32.00 PL =
1 0
Plastic Limit (PL = 21.47 %
Liquid Limit (LL) = 32.00 %
10 10026
28
30
32
34
36
Flow Curve
Number of Blow
Wa
ter
co
nte
nt
[%]
Plastic lndex (PI = 14.50 %
POLITEKNIK NEGERI BANDUNG - CIVIL ENGINEERING DEPARTMENT
SOIL TESTING LABORATORY Jl. Geger Kalong Hilir, Desa Ciwaruga Bandung, Telp. 022 - 201 45 83
Atterberg Limits
1
0
Plastic Limit (PL)
2
15.68
25.62
23.84
1.78
8.16
21.81
21.47
21.47
10 10026
28
30
32
34
36
Flow Curve
Number of Blow
Wa
ter
co
nte
nt
[%]
POLITEKNIK NEGERI BANDUNG - CIVIL ENGINEERING DEPARTMENT
SOIL TESTING LABORATORYJl. Geger Kalong Hilir, Desa Ciwaruga Bandung, Telp. 022 - 201 45 83
LABORATORIUM TANAHJURUSAN TEKNIK SIPIL POLITEKNIK NEGERI BANDUNG
RING TUBE TESTNama Proyek : Dikerjakan
Lokasi : Tanggal
STA
No Uraian Satuan 0+ 50 0+ 100 0+ 150
Menentukan Volume Lubang
1 Diameter Ring cm 10 10
2 Tinggi Ring cm 10 10
3 Volume Ring 78.5 78.5
Rata-rata 78.5
Menentukan Berat Isi ,berat isi kering dan Derajat Kepadatan
4 Berat tanah dlm lubang gr 130.0
5 Berat Isi tanah (4)/(3) 1.66
6 Berat Tanah + Can gr 53.25
7 Barat Tang kering + Can gr 49.67
8 Berat Can gr 15.15
9 Barat Tang kering ( 7- 8 ) gr 34.52
10 Berat Air (8- 7 ) gr 3.58
11 Kadar Air (10 :9 )x100% % 10.37
12 Berat Isi kering Lap ( (5) : (1 +(11)) 1.50
13 Berat Isi kering Lab 1.65
14 Derajat Kepadatan ( 12 : 13)x100% % 90.94
STA
No Uraian Satuan 0+ 200 0+ 200 0+ 250
Menentukan Volume Lubang
1 Diameter Ring cm 10 10
2 Tinggi Ring cm 10 10
3 Volume Ring 78.5 78.5
Rata-rata 78.5
Menentukan Berat Isi ,berat isi kering dan Derajat Kepadatan
4 Berat tanah dlm lubang gr 130.0
5 Berat Isi tanah (4)/(3) 1.66
6 Berat Tanah + Can gr 53.25
7 Barat Tang kering + Can gr 49.67
8 Berat Can gr 15.15
9 Barat Tang kering ( 7- 8 ) gr 34.52
10 Berat Air (8- 7 ) gr 3.58
11 Kadar Air (10 :9 )x100% % 10.37
12 Berat Isi kering Lap ( (5) : (1 +(11)) 1.50
13 Berat Isi kering Lab 1.49
14 Derajat Kepadatan ( 12 : 13)x100% % 100.70
cm³
cm³
gr/cm³
gr/cm³
gr/cm³
cm³
cm³
gr/cm³
gr/cm³
gr/cm³
POLITEKNIK NEGERI BANDUNG - CIVIL ENGINEERING DEPARTMENT
SOIL TESTING LABORATORYJl. Geger Kalong Hilir, Desa Ciwaruga Bandung, Telp. 022 - 201 45 83
RUBBER BALLOON TESTNama Proyek : Dikerjakan
Lokasi : Tanggal
STA
No Uraian Satuan 0+ 000 0+ 050 0+ 100
Menentukan Volume Lubang
1 Pembacaan Awal gr 1500 1750
2 Pembacaan akhir gr 750 740
3 Volume Lubang 750 1010
880
Menentukan Berat Isi ,berat isi kering dan Derajat Kepadatan
4 Berat tanah dlm lubang gr 1350.00
5 Berat Isi tanah (4)/(3) 1.53
6 Berat Tanah + Can gr 53.25
7 Barat Tang kering + Can gr 49.67
8 Berat Can gr 15.15
9 Barat Tang kering ( 7- 8 ) gr 34.52
10 Berat Air (8- 7 ) gr 3.58
11 Kadar Air (10 :9 )x100% % 10.37
12 Berat Isi kering Lap ( (5) : (1 +(11)) 1.39
13 Berat Isi kering Lab 1.65
14 Derajat Kepadatan ( 12 : 13)x100% % 84.24
STA
No Uraian Satuan 0+ 150 0+ 200 0+ 250
Menentukan Volume Lubang
1 Pembacaan Awal gr 1500 1750
2 Pembacaan akhir gr 750 740
3 Volume Lubang 750 1010
880
Menentukan Berat Isi ,berat isi kering dan Derajat Kepadatan
4 Berat tanah dlm lubang gr 1350.00
5 Berat Isi tanah (4)/(3) 1.53
6 Berat Tanah + Can gr 53.25
7 Barat Tang kering + Can gr 49.67
8 Berat Can gr 15.15
9 Barat Tang kering ( 7- 8 ) gr 34.52
10 Berat Air (8- 7 ) gr 3.58
11 Kadar Air (10 :9 )x100% % 10.37
12 Berat Isi kering Lap ( (5) : (1 +(11)) 1.39
13 Berat Isi kering Lab 1.49
14 Derajat Kepadatan ( 12 : 13)x100% % 93.28
cm³
gr/cm³
gr/cm³
gr/cm³
cm³
gr/cm³
gr/cm³
gr/cm³
POLITEKNIK NEGERI BANDUNG - CIVIL ENGINEERING DEPARTMENT
SOIL TESTING LABORATORYJl. Geger Kalong Hilir, Desa Ciwaruga Bandung, Telp. 022 - 201 45 83
SAND CONE TESTNama Proyek : Dikerjakan
Lokasi : Tanggal
STA
No Uraian Satuan 0+ 000 0+ 050 0+ 100
Menentukan Berat Pasir dalam Corong
dan Berat isi pasir
1 Berat Botol + Pasir + Corong gr 10010 10100
2 Berat Pasir sisa dalam Botol + corong gr 8278 8355
3 Berat Pasir dalam (Silinder kalbrasi + corong) (1-2) gr 4970 5040
4 Berat Pasir dalam Silinder kal+ Silinder kal gr 1576 1570
5 Berat Silinder Kalibrasi gr 1269 1269
6 Berat Pasir dalam Silinder ( 4 - 5) gr 307 301
7 Brt Pasir dlm corong (3)-(6) gr 4663 4739
8 Voleme Silinder Kalibrasi 1170.24 1170.24
9 Berat isi Pasir 0.26 0.26
10 Berat isi Pasir rata 0.26
Menentukan Volume Lubang
dan Berat Tanah Dlm Lubang
11 Berat Tanah Dalam Lubang gr 2650
12 Berat Botol + Pasir gr 4500
13 Berat Pasir sisa dalam Botol gr 1400
14 Berat Pasir dlm Lubang dan Corong (12 - 13 ) gr 3100
15 Berat Pasir dalam Lubang (14 - 7) gr -1563
16 Volume Lubang ( 15: 10 ) -6016.73
Menentukan Berat Isi ,berat isi kering
dan Derajat Kepadatan
17 Berat Isi tanah (11 : 17} -0.44
18 Berat Tanah + Can gr 53.25
19 Barat Tang kering + Can gr 49.67
20 Berat Can gr 15.15
21 Barat Tang kering ( 19 - 20 ) gr 34.52
22 Berat Air (18 - 19 ) gr 3.58
23 Kadar Air (22 :21 ) % 10.37
24 Berat Isi kering Lap ( (17) : (1 +(23)) -0.40
25 Berat Isi kering Lab 1.49
26 Derajat Kepadatan ( 24 : 25)x100% % -26.78
cm³
gr/cm³
gr/cm³
cm³
gr/cm³
gr/cm³
gr/cm³
POLITEKNIK NEGERI BANDUNG - CIVIL ENGINEERING DEPARTMENT
SOIL TESTING LABORATORY Jl. Geger Kalong Hilir, Desa Ciwaruga Bandung, Telp. 022 - 201 45 83
Project Check byCheck by
Location Date Date
Laboratory Test Resume No. Sample 1
Depth 0
Indek Properties symbol unit
1 Specific of gravity Gs - 2.450
2 Liquid limit LL % 32.00
Plastic Limit PL % 21.47
Plasticity index PI % 10.53
3 Grainsize Gravel G % 0.05
Sand S % 61.63
Silt M % 3.27
Clay C % 35.05
Engineering properties STD MODIF
4 Compaction 1.490
% 13.00
5 CBR Unsoaked 0.1" 10 x % 1.73
25 x % 1.41
56 x % 0.52
0.2" 10 x % 1.84
25 x % 0.98
56 x % 0.00
% 17.00
6 Sand Cone -0.40
% 10.37
Degree of Density DR % -26.78
7 Rubber Balloon 1.39
% 10.37
Degree of Density DR % 93.28
8 Ring Tube 1.50
% 10.37
gd g\cm3
wopt
CBRdsgn
gd g\cm3
wopt
gd g\cm3
wopt
gd g\cm3
wopt
Degree of Density DR % 100.70
Compatibility Report for data kelompok Pak Djuwadi.xlsRun on 1/14/2012 6:21
Minor loss of fidelity # of occurrences
40
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