GEOTECHNICAL AND SOIL MECHANICS SURVEY

DUTCH CONE PENETRATION TEST

CPT No.
SURVEY INVESTIGASI DAN DESAIN PELABUHAN LAUT
S-2
LOCATION Pelabuhan Tual - Kota Tual
ELEVATION -4.40 meter DCPT TYPE 2.50 Ton
GWL - meter TOTAL DEPTH 20.40 meter

Depth C C+F F x (20/10) Total Friction Local Friction Friction Ratio

2 2 2 1 1
(m) ( kg/cm ) ( kg/cm ) ( kg/cm ) ( kg/cm ) ( kg/cm ) (%)

0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.20 8.00 12.00 8.00 8.00 0.40 5.00
0.40 10.00 14.00 8.00 16.00 0.40 4.00
0.60 15.00 20.00 10.00 26.00 0.50 3.33
0.80 14.00 18.00 8.00 34.00 0.40 2.86
1.00 18.00 22.00 8.00 42.00 0.40 2.22
1.20 20.00 25.00 10.00 52.00 0.50 2.50
1.40 18.00 22.00 8.00 60.00 0.40 2.22
1.60 18.00 22.00 8.00 68.00 0.40 2.22
1.80 20.00 25.00 10.00 78.00 0.50 2.50
2.00 16.00 20.00 8.00 86.00 0.40 2.50
2.20 25.00 30.00 10.00 96.00 0.50 2.00
2.40 28.00 33.00 10.00 106.00 0.50 1.79
2.60 35.00 42.00 14.00 120.00 0.70 2.00
2.80 42.00 46.00 8.00 128.00 0.40 0.95
3.00 48.00 53.00 10.00 138.00 0.50 1.04
3.20 50.00 56.00 12.00 150.00 0.60 1.20
3.40 53.00 60.00 14.00 164.00 0.70 1.32
3.60 56.00 62.00 12.00 176.00 0.60 1.07
3.80 60.00 65.00 10.00 186.00 0.50 0.83
4.00 64.00 70.00 12.00 198.00 0.60 0.94
4.20 68.00 75.00 14.00 212.00 0.70 1.03
4.40 70.00 78.00 16.00 228.00 0.80 1.14
4.60 72.00 78.00 12.00 240.00 0.60 0.83
4.80 72.00 78.00 12.00 252.00 0.60 0.83
5.00 72.00 78.00 12.00 264.00 0.60 0.83
5.20 76.00 80.00 8.00 272.00 0.40 0.53
5.40 78.00 82.00 8.00 280.00 0.40 0.51
5.60 75.00 83.00 16.00 296.00 0.80 1.07
5.80 70.00 78.00 16.00 312.00 0.80 1.14
6.00 74.00 80.00 12.00 324.00 0.60 0.81
6.20 78.00 83.00 10.00 334.00 0.50 0.64
6.40 80.00 86.00 12.00 346.00 0.60 0.75
6.60 86.00 93.00 14.00 360.00 0.70 0.81
6.80 90.00 98.00 16.00 376.00 0.80 0.89
7.00 94.00 102.00 16.00 392.00 0.80 0.85
7.20 95.00 103.00 16.00 408.00 0.80 0.84
7.40 94.00 100.00 12.00 420.00 0.60 0.64
7.60 96.00 103.00 14.00 434.00 0.70 0.73
7.80 103.00 110.00 14.00 448.00 0.70 0.68
8.00 108.00 115.00 14.00 462.00 0.70 0.65
8.20 106.00 113.00 14.00 476.00 0.70 0.66
8.40 108.00 116.00 16.00 492.00 0.80 0.74
8.60 110.00 116.00 12.00 504.00 0.60 0.55
8.80 112.00 120.00 16.00 520.00 0.80 0.71
9.00 112.00 120.00 16.00 536.00 0.80 0.71
9.20 113.00 121.00 16.00 552.00 0.80 0.71
9.40 115.00 123.00 16.00 568.00 0.80 0.70
9.60 118.00 125.00 14.00 582.00 0.70 0.59
9.80 120.00 126.00 12.00 594.00 0.60 0.50
10.00 122.00 130.00 16.00 610.00 0.80 0.66

TESTED BY / TECHNICIAN DATE SOIL & MAT. ENG. SHEET OF

Hambali 22 Oktober 2016 IWAN ST 2 4

 GEOTECHNICAL AND SOIL MECHANICS SURVEY

DUTCH CONE PENETRATION TEST

CPT No.
SURVEY INVESTIGASI DAN DESAIN PELABUHAN LAUT
S-2
LOCATION Pelabuhan Tual - Kota Tual
ELEVATION -4.40 meter DCPT TYPE 2.50 Ton
GWL - meter TOTAL DEPTH 20.40 meter

Depth C C+F F x (20/10) Total Friction Local Friction Friction Ratio

2 2 2 1 1
(m) ( kg/cm ) ( kg/cm ) ( kg/cm ) ( kg/cm ) ( kg/cm ) (%)

10.20 123.00 130.00 14.00 624.00 0.70 0.57

10.40 119.00 128.00 18.00 642.00 0.90 0.76
10.60 120.00 127.00 14.00 656.00 0.70 0.58
10.80 122.00 128.00 12.00 668.00 0.60 0.49
11.00 120.00 126.00 12.00 680.00 0.60 0.50
11.20 120.00 126.00 12.00 692.00 0.60 0.50
11.40 123.00 127.00 8.00 700.00 0.40 0.33
11.60 125.00 128.00 6.00 706.00 0.30 0.24
11.80 130.00 137.00 14.00 720.00 0.70 0.54
12.00 134.00 140.00 12.00 732.00 0.60 0.45
12.20 136.00 142.00 12.00 744.00 0.60 0.44
12.40 140.00 146.00 12.00 756.00 0.60 0.43
12.60 148.00 155.00 14.00 770.00 0.70 0.47
12.80 150.00 160.00 20.00 790.00 1.00 0.67
13.00 152.00 160.00 16.00 806.00 0.80 0.53
13.20 153.00 162.00 18.00 824.00 0.90 0.59
13.40 155.00 165.00 20.00 844.00 1.00 0.65
13.60 150.00 160.00 20.00 864.00 1.00 0.67
13.80 148.00 157.00 18.00 882.00 0.90 0.61
14.00 145.00 155.00 20.00 902.00 1.00 0.69
14.20 138.00 145.00 14.00 916.00 0.70 0.51
14.40 140.00 150.00 20.00 936.00 1.00 0.71
14.60 142.00 152.00 20.00 956.00 1.00 0.70
14.80 138.00 146.00 16.00 972.00 0.80 0.58
15.00 140.00 148.00 16.00 988.00 0.80 0.57
15.20 143.00 150.00 14.00 1002.00 0.70 0.49
15.40 140.00 148.00 16.00 1018.00 0.80 0.57
15.60 138.00 145.00 14.00 1032.00 0.70 0.51
15.80 140.00 148.00 16.00 1048.00 0.80 0.57
16.00 145.00 153.00 16.00 1064.00 0.80 0.55
16.20 150.00 160.00 20.00 1084.00 1.00 0.67
16.40 152.00 158.00 12.00 1096.00 0.60 0.39
16.60 156.00 163.00 14.00 1110.00 0.70 0.45
16.80 160.00 165.00 10.00 1120.00 0.50 0.31
17.00 160.00 165.00 10.00 1130.00 0.50 0.31
17.20 162.00 170.00 16.00 1146.00 0.80 0.49
17.40 165.00 172.00 14.00 1160.00 0.70 0.42
17.60 160.00 168.00 16.00 1176.00 0.80 0.50
17.80 158.00 163.00 10.00 1186.00 0.50 0.32
18.00 156.00 165.00 18.00 1204.00 0.90 0.58
18.20 150.00 160.00 20.00 1224.00 1.00 0.67
18.40 145.00 152.00 14.00 1238.00 0.70 0.48
18.60 146.00 153.00 14.00 1252.00 0.70 0.48
18.80 145.00 155.00 20.00 1272.00 1.00 0.69
19.00 144.00 154.00 20.00 1292.00 1.00 0.69
19.20 143.00 150.00 14.00 1306.00 0.70 0.49
19.40 145.00 153.00 16.00 1322.00 0.80 0.55
19.60 150.00 160.00 20.00 1342.00 1.00 0.67
19.80 156.00 168.00 24.00 1366.00 1.20 0.77
20.00 165.00 178.00 26.00 1392.00 1.30 0.79

TESTED BY / TECHNICIAN DATE SOIL & MAT. ENG. SHEET OF

Hambali 22 Oktober 2016 IWAN ST 3 4

 GEOTECHNICAL AND SOIL MECHANICS SURVEY

DUTCH CONE PENETRATION TEST

CPT No.
SURVEY INVESTIGASI DAN DESAIN PELABUHAN LAUT
S-2
LOCATION Pelabuhan Tual - Kota Tual
ELEVATION -4.40 meter DCPT TYPE 2.50 Ton
GWL - meter TOTAL DEPTH 20.40 meter

Depth C C+F F x (20/10) Total Friction Local Friction Friction Ratio

2 2 2 1 1
(m) ( kg/cm ) ( kg/cm ) ( kg/cm ) ( kg/cm ) ( kg/cm ) (%)

20.20 172.00 190.00 36.00 1428.00 1.80 1.05

20.40 175.00 195.00 40.00 1468.00 2.00 1.14

TESTED BY / TECHNICIAN DATE SOIL & MAT. ENG. SHEET OF

Hambali 22 Oktober 2016 IWAN ST 4 4

 GEOTECHNICAL AND SOIL MECHANICS SURVEY

DUTCH CONE PENETRATION TEST

CPT No.
SURVEY INVESTIGASI DAN DESAIN PELABUHAN LAUT
S-2
LOCATION Pelabuhan Tual - Kota Tual
ELEVATION -4.40 meter DCPT TYPE 2.50 Ton
GWL - meter TOTAL DEPTH 20.40 meter

CONE PENETRATION TEST - GRAPH

Friction Ratio ( % )

0 40 80 120 160 200 0 2 4 6

0.0 0.0
-1.0 -1.0
-2.0 -2.0
-3.0 -3.0
-4.0 -4.0
-5.0 -5.0
-6.0 -6.0
-7.0 -7.0
-8.0 -8.0

-9.0 -9.0

-10.0 -10.0
-11.0 -11.0

-12.0 -12.0

-13.0 -13.0
DE PTH (m)

-14.0 -14.0

-15.0 -15.0

-16.0 -16.0

-17.0 -17.0

-18.0 -18.0

-19.0 -19.0

-20.0 -20.0

-21.0 -21.0

-22.0 -22.0

-23.0 -23.0

-24.0 -24.0
Qc > 175 kg/cm 2
-25.0 -25.0

-26.0 -26.0

-27.0 -27.0

-28.0 -28.0

-29.0 -29.0

-30.0 -30.0

Cone Resistance, (kg/cm2)

Total Friction, x 12 ( kg/cm1 )
Local Friction, ( kg/cm1 ) / 10

TESTED BY / TECHNICIAN DATE SOIL & MAT. ENG. SHEET OF

Hambali 22 Oktober 2016 IWAN ST 1 4