-
7/23/2019 TOR_07 Jetty 1
1/12
qc (kg/cm2)
16424, Telp. 78849102, Fax. 78849102
0 15000.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
400.0
-2.0
-4.0
-6.0
-8.0
-10.0
-12.0
-14.0
-16.0
-18.0
-20.0
CONE PENETRATION TEST
0 50 100 150
DEPTH
(m)
0.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
1 2 3fs (kg/cm
2)
Soil Mechanics LaboratoryCivil Engineering Department, Faculty
of Engineering University of Indonesia
tf (kg/cm)
CPT NO. : S04
LOCATION : PELABUHAN TAN
PROJECT : PERKUATAN DE
500 1000
qctf
-
7/23/2019 TOR_07 Jetty 1
2/12
qc (kg/cm2)
16424, Telp. 78849102, Fax. 78849102
0 15000.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
400.0
-2.0
-4.0
-6.0
-8.0
-10.0
-12.0
-14.0
-16.0
-18.0
-20.0
CONE PENETRATION TEST
0 50 100 150
DEPTH
(m)
0.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
1 2 3fs (kg/cm
2)
Soil Mechanics LaboratoryCivil Engineering Department, Faculty
of Engineering University of Indonesia
tf (kg/cm)
CPT NO. : S06
LOCATION : PELABUHAN TAN
PROJECT : PERKUATAN DE
500 1000
qctf
-
7/23/2019 TOR_07 Jetty 1
3/12
LOCATION
SPT
0 10 20 30 40 50 60
PELABUHAN TANJUNG PRIOK
DB04 - PAGE 1
PERKUATAN DERMAGA 001,002,003 & 004
BOREHOLE NO.
-0
.50
PROJECT
0
WASTE MATERIAL Trace SAND And SHELL, Very Soft, Black,
NonPlasticity
SPT
0 11
GW
L
BORELOG
SYMBOL
08/07/2011- 08/10/2011
TESTED BYFahrurozi
16424, Telp. 78849102, Fax. 78849102
15
DESCRIPTION
150.00
-1.00
-2.00
-3.00
-4.00
-5.00
-6.00
-7.00
-8.00
-9.00
-10.00
N15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty
of Engineering University of Indonesia
ELEVATION (m)(from )
BORELOG
DATA
_DERM
AGA001
,002
,003PELINDO
_REV
.GPJ
UNIVERSITYO
FINDONESIA
.GDT
9/9/11
TES
TS
DATE
-0.25
-0.50
-0.75
-1.00
-1.25
-1.50
-1.75
-2.00
-2.25
-2.50
-2.75
-3.00
-3.25
-3.50
-3.75
-4.00
-4.25
-4.50
-4.75
-5.00
-5.25
-5.50
-5.75
-6.00
-6.25
-6.50
-6.75
-7.00
-7.25
-7.50
-7.75
-8.00
-8.25
-8.50
-8.75
-9.00
-9.25
-9.50
-9.75
-10.00
DEPTH(m)
ELEV
(m)
SPT CHART
-
7/23/2019 TOR_07 Jetty 1
4/12
25
0
1
-
6
11
29
0
0
-
13
16
38
1
37
R
1
1
-
12
22/6
GW
L
1
SPT
WASTE MATERIAL Trace SAND And SHELL, Very Soft, Black,
NonPlasticity
SILTY CLAY Trace SHELL, Very Soft, Ligh Grey, High
Plasticity
CLAYEY SILT, Very Soft, Yellowish Grey, Medium Plasticity
SILTY SAND, Dense, Yellowish Red, Non Plasticity
GRAVELLY SAND, Very Dense, Black, Non Plasticity
SPT
UD
SPT
SPT
SPT
15 15
ELEVATION (m)(from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty
of Engineering University of Indonesia
21
-10.25
-10.50
-10.75
-11.00
-11.25
-11.50
-11.75
-12.00
-12.25
-12.50
-12.75
-13.00
-13.25
-13.50
-13.75
-14.00
-14.25
-14.50
-14.75
-15.00
-15.25
-15.50
-15.75
-16.00
-16.25
-16.50
-16.75
-17.00
-17.25
-17.50
-17.75
-18.00
-18.25
-18.50
-18.75
-19.00
-19.25
-19.50
-19.75
-20.00
BORELOG
DATA
_DERM
AGA001
,002
,003PELINDO
_REV
.GPJ
UNIVERSITYO
FINDONESIA
.GDT
9/9/11
ELEV
(m)
SPT CHART
-10.00
-11.00
-12.00
-13.00
-14.00
-15.00
-16.00
-17.00
-18.00
-19.00
-20.00
DATE08/07/2011- 08/10/2011
TESTED BYFahrurozi
16424, Telp. 78849102, Fax. 78849102
15
SPT
0 10 20 30 40 50 60
PELABUHAN TANJUNG PRIOK
DB04 - PAGE 2
PROJECTPERKUATAN DERMAGA 001,002,003 & 004
LOCATION
DEPTH(m)
SYMBOL
BORELOG
DESCRIPTIONTES
TS
N
BOREHOLE NO.
>>
-
7/23/2019 TOR_07 Jetty 1
5/12
R
8
19
7
26
40
13
27
10
45
R
31
22
20/4
18
30
12
15/5
GW
L
57
SPT
GRAVELLY SAND, Very Dense, Black, Non Plasticity
SAND, Very Dense, Black, Non Plasticity
SANDSTONE, Very Hard, Black, Non Plasticity
SILTY CLAY, Very Hard, Dark Grey, High Plasticity
GRAVELLY SAND, Very Dense, Black, Non Plasticity
25SPT
SPT
SPT
SPT
ELEV
(m)
15 N
ELEVATION (m)(from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty
of Engineering University of Indonesia
SPT
15
-20.25
-20.50
-20.75
-21.00
-21.25
-21.50
-21.75
-22.00
-22.25
-22.50
-22.75
-23.00
-23.25
-23.50
-23.75
-24.00
-24.25
-24.50
-24.75
-25.00
-25.25
-25.50
-25.75
-26.00
-26.25
-26.50
-26.75
-27.00
-27.25
-27.50
-27.75
-28.00
-28.25
-28.50
-28.75
-29.00
-29.25
-29.50
-29.75
-30.00
16424, Telp. 78849102, Fax. 78849102
BORELOG
DATA
_DERM
AGA001
,002
,003PELINDO
_REV
.GPJ
UNIVERSITYO
FINDONESIA
.GDT
9/9/11
SPT CHART
-20.00
-21.00
-22.00
-23.00
-24.00
-25.00
-26.00
-27.00
-28.00
-29.00
-30.00
DATE08/07/2011- 08/10/2011
TESTED BYFahrurozi
SYMBOL
0 10 20 30 40 50 60
PELABUHAN TANJUNG PRIOK
DB04 - PAGE 3
PROJECTPERKUATAN DERMAGA 001,002,003 & 004
LOCATION
BOREHOLE NO.
DEPTH(m)
BORELOG
DESCRIPTIONTES
TS
15
>>
>>
-
7/23/2019 TOR_07 Jetty 1
6/12
PROJECT
28
17
26
37
14
15
16
20
10
2
SPT
0 10 20 30 40 50 60
DB04 - PAGE 4
GW
L
GRAVELLY SAND, Very Dense, Black, Non Plasticity
SAND Trace SHELL, Medium Dense, Black And White,
NonPlasticity
SPT
SPT
SPT
SPT
17
PELABUHAN TANJUNG PRIOK
8
10
6
11
14
PERKUATAN DERMAGA 001,002,003 & 004
-30.00
-31.00
-32.00
-33.00
-34.00
-35.00
-36.00
-37.00
-38.00
-39.00
-40.00
DATE08/07/2011- 08/10/2011
TESTED BYFahrurozi
15
SPT CHART
15 N15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty
of Engineering University of Indonesia
ELEVATION (m)(from )
BORELOG
DATA
_DERM
AGA001
,002
,003PELINDO
_REV
.GPJ
UNIVERSITYO
FINDONESIA
.GDT
9/9/11
16424, Telp. 78849102, Fax. 78849102
LOCATION
BOREHOLE NO.
SYMBOL
BORELOG
DESCRIPTION
ELEV
(m)
DEPTH(m)
-30.25
-30.50
-30.75
-31.00
-31.25
-31.50
-31.75
-32.00
-32.25
-32.50
-32.75
-33.00
-33.25
-33.50
-33.75
-34.00
-34.25
-34.50
-34.75
-35.00
-35.25
-35.50
-35.75
-36.00
-36.25
-36.50
-36.75
-37.00
-37.25
-37.50
-37.75
-38.00
-38.25
-38.50
-38.75
-39.00
-39.25
-39.50
-39.75
-40.00
TES
TS
-
7/23/2019 TOR_07 Jetty 1
7/12
SILTY CLAY Trace SHELL, Very Soft, Ligh Grey, High
Plasticity
BORELOG
DATA
_DERM
AGA001
,002
,003PELINDO
_REV
.GPJ
UNIVERSITYO
FINDONESIA
.GDT
9/9/11
-0
.70
ELEV
(m)
SAND And SHELL Trace SULFUR, Very Loose, Black,
NonPlasticity
Soil Mechanics LaboratoryCivil Engineering Department, Faculty
of Engineering University of Indonesia
SPT
0
16424, Telp. 78849102, Fax. 78849102
SPT CHART
0.00
-1.00
-2.00
-3.00
-4.00
-5.00
-6.00
-7.00
-8.00
-9.00
-10.00
DATE08/12/2011- 13/08/2011
Fahrurozi
ELEVATION (m)(from )
15 15 N15
0
TESTED BY
1
BOREHOLE NO.
SYMBOL
PERKUATAN DERMAGA 001,002,003 & 004
DESCRIPTION
LOCATION
TES
TS
DEPTH(m)
-0.25
-0.50
-0.75
-1.00
-1.25
-1.50
-1.75
-2.00
-2.25
-2.50
-2.75
-3.00
-3.25
-3.50
-3.75
-4.00
-4.25
-4.50
-4.75
-5.00
-5.25
-5.50
-5.75
-6.00
-6.25
-6.50
-6.75
-7.00
-7.25
-7.50
-7.75
-8.00
-8.25
-8.50
-8.75
-9.00
-9.25
-9.50
-9.75
-10.00
BORELOG
1
GW
L
PROJECT
SPT
0 10 20 30 40 50 60
PELABUHAN TANJUNG PRIOK
DB06 - PAGE 1
-
7/23/2019 TOR_07 Jetty 1
8/12
3
R
0
-
-
20
17
0
-
0
-
5
49
1
10
R
0
SILTY CLAY Trace SHELL, Very Soft, Ligh Grey, High
Plasticity
GW
L SPT
0 10 20 30 40 50 60
1
CLAY, Stiff, Yellowish Grey, High Plasticity
SILTSTONE, Very Hard, Yellowish Red, Non Plasticity
SANDSTONE, Very Dense, Black, Non Plasticity
SPT
UD
SPT
UD
SPT
SPT
SPT
15TES
TS
1
15
35
DEPTH(m)
-10.25
-10.50
-10.75
-11.00
-11.25
-11.50
-11.75
-12.00
-12.25
-12.50
-12.75
-13.00
-13.25
-13.50
-13.75
-14.00
-14.25
-14.50
-14.75
-15.00
-15.25
-15.50
-15.75
-16.00
-16.25
-16.50
-16.75
-17.00
-17.25
-17.50
-17.75
-18.00
-18.25
-18.50
-18.75
-19.00
-19.25
-19.50
-19.75
-20.00
DESCRIPTION
ELEV
(m)
BORELOG
SPT CHART
-10.00
-11.00
-12.00
-13.00
-14.00
-15.00
-16.00
-17.00
-18.00
-19.00
-20.00
DATE08/12/2011- 13/08/2011
TESTED BYFahrurozi
16424, Telp. 78849102, Fax. 78849102
-
1
-
5
25/8
11/2
PELABUHAN TANJUNG PRIOK
DB06 - PAGE 2
PROJECTPERKUATAN DERMAGA 001,002,003 & 004
BOREHOLE NO.
BORELOG
DATA
_DERM
AGA001
,002
,003PELINDO
_REV
.GPJ
UNIVERSITYO
FINDONESIA
.GDT
9/9/11
N15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty
of Engineering University of Indonesia
LOCATION
SYMBOL
ELEVATION (m)(from )
>>
>>
-
7/23/2019 TOR_07 Jetty 1
9/12
R
14
18
60/6
27
46
29
30
-
40
R
59
R
14/4
30
30/7
-
R
SPT
SANDSTONE, Very Dense, Black, Non Plasticity
SILTY SAND, Very Dense, Yellowish Grey, Non Plasticity
SAND, Medium Stiff, Black, Non Plasticity
SANDSTONE, Very Hard, Yellowish Black, Non Plasticity
CLAYEY SILT, Very Stiff, Dark Grey, Medium Plasticity
28SPT
SPT
SPT
SPT
GW
L
16424, Telp. 78849102, Fax. 78849102
Fahrurozi
15
ELEVATION (m)(from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty
of Engineering University of Indonesia
15
SPT
N
20/5
TESTED BY
-20.25
-20.50
-20.75
-21.00
-21.25
-21.50
-21.75
-22.00
-22.25
-22.50
-22.75
-23.00
-23.25
-23.50
-23.75
-24.00
-24.25
-24.50
-24.75
-25.00
-25.25
-25.50
-25.75
-26.00
-26.25
-26.50
-26.75
-27.00
-27.25
-27.50
-27.75
-28.00
-28.25
-28.50
-28.75
-29.00
-29.25
-29.50
-29.75
-30.00
BORELOG
DATA
_DERM
AGA001
,002
,003PELINDO
_REV
.GPJ
UNIVERSITYO
FINDONESIA
.GDT
9/9/11
ELEV
(m)
SPT CHART
-20.00
-21.00
-22.00
-23.00
-24.00
-25.00
-26.00
-27.00
-28.00
-29.00
-30.00
DATE08/12/2011- 13/08/2011
SYMBOL
0 10 20 30 40 50 60
PELABUHAN TANJUNG PRIOK
DB06 - PAGE 3
PROJECTPERKUATAN DERMAGA 001,002,003 & 004
LOCATION
BOREHOLE NO.
DEPTH(m)
BORELOG
DESCRIPTIONTES
TS
15
>>
>>
>>
>>
-
7/23/2019 TOR_07 Jetty 1
10/12
GW
L
10
16
13
18
22
30
28
10
12
14
PELABUHAN TANJUNG PRIOK
16
0 10 20 30 40 50 60
15SPT
CLAYEY SILT, Very Stiff, Dark Grey, Medium Plasticity
SAND, Medium Dense, Black, Non Plasticity
CLAY, Hard, Yellowish Grey, High Plasticity
SPT
8
SPT
9
6
8SPT
DATE
DB06 - PAGE 4
SPT
ELEVATION (m)(from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty
of Engineering University of Indonesia
08/12/2011- 13/08/2011
TESTED BYFahrurozi
16424, Telp. 78849102, Fax. 78849102
15 15 N15-30.00
-31.00
-32.00
-33.00
-34.00
-35.00
-36.00
-37.00
-38.00
-39.00
-40.00
PROJECTPERKUATAN DERMAGA 001,002,003 & 004
LOCATION
BOREHOLE NO.
SYMBOL
ELEV
(m)
DESCRIPTION
SPT CHART
TES
TS
BORELOG
DATA
_DERM
AGA001
,002
,003PELINDO
_REV
.GPJ
UNIVERSITYO
FINDONESIA
.GDT
9/9/11
DEPTH(m)
-30.25
-30.50
-30.75
-31.00
-31.25
-31.50
-31.75
-32.00
-32.25
-32.50
-32.75
-33.00
-33.25
-33.50
-33.75
-34.00
-34.25
-34.50
-34.75
-35.00
-35.25
-35.50
-35.75
-36.00
-36.25
-36.50
-36.75
-37.00
-37.25
-37.50
-37.75
-38.00
-38.25
-38.50
-38.75
-39.00
-39.25
-39.50
-39.75
-40.00
BORELOG
-
7/23/2019 TOR_07 Jetty 1
11/12
FAKULTAS TEKNIK UNIVERSITAS INDONESIA
LABORATORIUM MEKANIKA TANAH
Kampus UI Depok 16424 Telp. (021), 78849102, 727 0029 Fax. (021)
788 49102
Soil PropertiesDB03 DB04
7.50-8.00 11.50-12.00 13.50-14.00 13.50-14.00
Specific Gravity, Gs 2.625 2.652 2.612 2.695
Water Content, w [%] 75.12 64.8 131.17 41.58
Atterberg Limits [%]
LL 68.1 102.27 24.81
PL 43.29 60.87 41.4
PI 24.81 59.25 35.32
Grain Size Distribution [%]
clay 27 24 34.5 7
silt 70.5 72 63 49sand 2.5 4 2.5 44
Consolidation
P0[kN/m2] 50.69 74.63 80.26 111.6
Pc[kN/m2] 61.8 229.1 59.59 219.3
Cc 1.08 0.41 1.69 0.32
Cr 0.2 0.07 0.3 0.03
e0 2.17 1.82 3.12 0.92
Triaxial UUWet Density, wet[kN/m
3] 15.26 15.51 15.12 17.76
Dry Density, dry[kN/m3] 8.71 9.41 6.54 12.54
Cohesion, c [kN/m2] 7.2 31.48 7.19 9.34
Angle of friction, [0] 3.41 20.56 1.84 8.1
-
7/23/2019 TOR_07 Jetty 1
12/12
FAKULTAS TEKNIK UNIVERSITAS INDONESIA
LABORATORIUM MEKANIKA TANAH
Kampus UI Depok 16424 Telp. (021), 78849102, 727 0029 Fax. (021)
788 49102
Soil PropertiesDB05 DB06
5.50-6.00 11.50-12.00 15.50-16.00 11.50-12.00 13.50-14.00
Specific Gravity, Gs 2.752 2.639 2.633 2.66 2.687
Water Content, w [%] 45.29 106.31 63.64 47.32 56.5
Atterberg Limits [%]
LL 81.82 79.91 80.76 83.22
PL 47.02 52.18 55.65 72.21
PI 34.79 27.73 25.11 11.01
Grain Size Distribution [%]
clay 5 11.5 16 19.5 31
silt 50 82.5 82 77.5 66.5
sand 45 6 2 3 2.5
Consolidation
P0[kN/m2] 46.92 105.1 91.25 89.64
Pc[kN/m2] 178.4 224.8 193.3 93.21
Cc 0.17 0.66 0.4 1.13
Cr 0.02 0.1 0.06 0.08
e0 0.81 1.79 1.27 2.79
Triaxial UU
Wet Density, wet[kN/m3
] 16.43 14.1 16.04 17.19 16.02Dry Density, dry[kN/m
3] 11.31 6.84 9.8 11.67 10.24
Cohesion, c [kN/m2] 5.9 10.15 57.54 33.07 5.76
Angle of friction, [0] 11.39 1.45 4.55 17.52 10.7
