boring malinau
DESCRIPTION
boringTRANSCRIPT
PENGUJIAN TANAH STANDARD PENETRATION TEST ( S P T ) JOB DESCRIPTIONS Perencanaan Jembatan ………. LOCATION Semamo Malinau COORDINATES - GROUND WATER LEVEL - BORING METHODE Power Rig ( Robin Machine ) TOTAL DEPTH ( - m ) 10 m
DEP
TH (
-m)
Thic
knes
s (m
)
G.W
.L.
(m)
SYM
BO
L
VISUAL DESCRIPTION
CO
LOR
Tanah Lempung Yellow
1 Kuning Medium Tanah Lempung Yellow
2 4 m Kuning Tanah Lempung
Yellow 3 Kuning
Tanah Lempung Yellow
4 Kuning Tanah Lempung
Yellow 5 Kuning
Tanah Lempung Yellow
6 Stiff Kuning 4 m Tanah Lempung
Yellow 7 Kuning
Tanah Lempung Yellow
8 Kuning Tanah Lempung
Yellow 9 Verry Stiff Kuning
1 m batuBlack
10 Hitam
11
12
13
14
15
16
17
G
WL
BOR LOG EXPLORATION
G
WL
BOR LOG EXPLORATION
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
D E P T H G W L Pasir LANAUAN, Padat sekali Abu2 hitamBATU, Keras
o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
Abu2 hitam
D E P T H
D E P T H
D E P T H
D E P T H
D E P T H
T H I C K N E S S
G W L Pasir LANAUAN, Padat sekali Abu2 hitamBATU, Keras
o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
Abu2 hitam
D E P T H
D E P T H
D E P T H
D E P T H
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Pasir LANAUAN, Padat sekaliBATU, KerasPasir LANAUAN, Padat sekaliBATU, Keras
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
BORE HOLE No
PENGUJIAN TANAH STANDARD PENETRATION TEST ( S P T ) BH-01 (B-01) Perencanaan Jembatan ……….
DATE COMMENCED 28/12/2015. DATE COMPLETED SOIL & MAT ENGINEER Ir. Hendro Wardono, MT BOR MASTER/DRILLER Parimin and Team SHEET No 1 of 1
SPT
No.
N VALUE NUMBER OF BLOWS
N1 N2 N315 15 15Cm Cm Cm
1 1 1 3 415 15 15
2 2 3 4 715 15 15
UDS 15.0 m
3 4 6 10 1615 15 15
UDS 27.0 m
4 10 15 25 4015 30 15
5 50 >507 15 15
6 015 15 15
UN
DIS
TUR
BED
SA
MPL
ES
STANDARD PENETRATION TEST(ASTM - D.1586)
0 5 1015202530354045505560
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
BOR LOG EXPLORATION
N0 5 10 15 20 25 30 35 40 45 50 55 60
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
BOR LOG EXPLORATION
N
0 5 1015202530354045505560
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
STANDARD PENETRATION TEST(ASTM - D.1586)
N>
0 5 10 15 20 25 30 35 40 45 50 55 60
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
STANDARD PENETRATION TEST(ASTM - D.1586)
N>
PENGUJIAN TANAH STANDARD PENETRATION TEST ( S P T ) JOB DESCRIPTIONS Perencanaan Jembatan ………. LOCATION Semamo Malinau COORDINATES - GROUND WATER LEVEL - BORING METHODE Power Rig ( Robin Machine ) TOTAL DEPTH ( - m ) 6 m
DEP
TH (
-m)
Thic
knes
s (m
)
G.W
.L.
(m)
SYM
BO
L
VISUAL DESCRIPTION
CO
LOR
Tanah Lempung Yellow
1 Kuning Stiff Tanah Lempung Yellow
2 4 m Kuning Tanah Lempung
Grey3 Abu abu
Tanah Lempung Grey
4 Abu abuTanah Kelay
Grey5 Abu abu
Tanah KelayGrey
6 Abu abu
7
8
9
10
11
12
13
14
15
16
17
G
WL
BOR LOG EXPLORATION
G
WL
BOR LOG EXPLORATION
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
D E P T H G W L Pasir LANAUAN, Padat sekali Abu2 hitamBATU, Keras
o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
Abu2 hitam
D E P T H
D E P T H
D E P T H
D E P T H
D E P T H
T H I C K N E S S
G W L Pasir LANAUAN, Padat sekali Abu2 hitamBATU, Keras
o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
Abu2 hitam
D E P T H
D E P T H
D E P T H
D E P T H
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Pasir LANAUAN, Padat sekaliBATU, KerasPasir LANAUAN, Padat sekaliBATU, Keras
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
BORE HOLE No
PENGUJIAN TANAH STANDARD PENETRATION TEST ( S P T ) BH-01 (B-01) Perencanaan Jembatan ……….
DATE COMMENCED 28/12/2015. DATE COMPLETED SOIL & MAT ENGINEER Ir. Hendro Wardono, MT BOR MASTER/DRILLER Parimin and Team SHEET No 1 of 1
SPT
No.
N VALUE NUMBER OF BLOWS
N1 N2 N315 15 15Cm Cm Cm
1 4 8 11 19UDS 1 15 15 15
3.0 m
2 10 14 23 3715 15 15
3 50 >504 15 15
UN
DIS
TUR
BED
SA
MPL
ES
STANDARD PENETRATION TEST(ASTM - D.1586)
0 5 1015202530354045505560
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
BOR LOG EXPLORATION
N0 5 10 15 20 25 30 35 40 45 50 55 60
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
BOR LOG EXPLORATION
N
0 5 1015202530354045505560
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
STANDARD PENETRATION TEST(ASTM - D.1586)
N>
0 5 10 15 20 25 30 35 40 45 50 55 60
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
STANDARD PENETRATION TEST(ASTM - D.1586)
N>
PENGUJIAN TANAH STANDARD PENETRATION TEST ( S P T ) JOB DESCRIPTIONS Perencanaan Jembatan ………. LOCATION Semamo Malinau COORDINATES - GROUND WATER LEVEL - BORING METHODE Power Rig ( Robin Machine ) TOTAL DEPTH ( - m ) 6 m
DEP
TH (
-m)
Thic
knes
s (m
)
G.W
.L.
(m)
SYM
BO
L
VISUAL DESCRIPTION
CO
LOR
Tanah Lempung Yellow
1 Kuning Medium Tanah Lempung Yellow
2 4 m Kuning Tanah Lempung
Brown3 Coklat
Tanah Lempung Brown
4 Very Stiff Coklat3 m Tanah Lempung
Brown5 Coklat
Tanah Lempung Brown
6 Coklat
7
8
9
10
11
12
13
14
15
16
17
G
WL
BOR LOG EXPLORATION
G
WL
BOR LOG EXPLORATION
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
D E P T H G W L Pasir LANAUAN, Padat sekali Abu2 hitamBATU, Keras
o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
Abu2 hitam
D E P T H
D E P T H
D E P T H
D E P T H
D E P T H
T H I C K N E S S
G W L Pasir LANAUAN, Padat sekali Abu2 hitamBATU, Keras
o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
Abu2 hitam
D E P T H
D E P T H
D E P T H
D E P T H
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Pasir LANAUAN, Padat sekaliBATU, KerasPasir LANAUAN, Padat sekaliBATU, Keras
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
BORE HOLE No
PENGUJIAN TANAH STANDARD PENETRATION TEST ( S P T ) BH-01 (B-01) Perencanaan Jembatan ……….
DATE COMMENCED 29/12/2015. DATE COMPLETED SOIL & MAT ENGINEER Ir. Hendro Wardono, MT BOR MASTER/DRILLER Parimin and Team SHEET No 1 of 1
SPT
No.
N VALUE NUMBER OF BLOWS
N1 N2 N315 15 15Cm Cm Cm
1 2 2 4 615 15 15
UDS 13.0 m
2 10 16 22 3815 15 15
3 50 >503 15 15
UN
DIS
TUR
BED
SA
MPL
ES
STANDARD PENETRATION TEST(ASTM - D.1586)
0 5 1015202530354045505560
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
BOR LOG EXPLORATION
N0 5 10 15 20 25 30 35 40 45 50 55 60
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
BOR LOG EXPLORATION
N
0 5 1015202530354045505560
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
STANDARD PENETRATION TEST(ASTM - D.1586)
N>
0 5 10 15 20 25 30 35 40 45 50 55 60
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
STANDARD PENETRATION TEST(ASTM - D.1586)
N>
PENGUJIAN TANAH STANDARD PENETRATION TEST ( S P T ) JOB DESCRIPTIONS Perencanaan Jembatan ………. LOCATION Semamo Malinau COORDINATES - GROUND WATER LEVEL - BORING METHODE Power Rig ( Robin Machine ) TOTAL DEPTH ( - m ) 4 m
DEP
TH (
-m)
Thic
knes
s (m
)
G.W
.L.
(m)
SYM
BO
L
VISUAL DESCRIPTION
CO
LOR
Tanah Lempung Yellow
1 Kuning Very Stiff Tanah Lempung Yellow
2 3 m Kuning Tanah Lempung
Yellow3 Kuning
Tanah Lempung Yellow
4 Kuning
5
6
7
8
9
10
11
12
13
14
15
16
17
G
WL
BOR LOG EXPLORATION
G
WL
BOR LOG EXPLORATION
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
D E P T H G W L Pasir LANAUAN, Padat sekali Abu2 hitamBATU, Keras
o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
Abu2 hitam
D E P T H
D E P T H
D E P T H
D E P T H
D E P T H
T H I C K N E S S
G W L Pasir LANAUAN, Padat sekali Abu2 hitamBATU, Keras
o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
Abu2 hitam
D E P T H
D E P T H
D E P T H
D E P T H
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Pasir LANAUAN, Padat sekaliBATU, KerasPasir LANAUAN, Padat sekaliBATU, Keras
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
Abu2 hitamAbu2 hitamAbu2 hitamAbu2 hitam
BORE HOLE No
PENGUJIAN TANAH STANDARD PENETRATION TEST ( S P T ) BH-01 (B-01) Perencanaan Jembatan ……….
DATE COMMENCED 29/12/2015. DATE COMPLETED SOIL & MAT ENGINEER Ir. Hendro Wardono, MT BOR MASTER/DRILLER Parimin and Team SHEET No 1 of 1
SPT
No.
N VALUE NUMBER OF BLOWS
N1 N2 N315 15 15Cm Cm Cm
UDS 12.0 m 1 10 15 24 39
15 15 15
2 50 >504 15 15
UN
DIS
TUR
BED
SA
MPL
ES
STANDARD PENETRATION TEST(ASTM - D.1586)
0 5 1015202530354045505560
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
BOR LOG EXPLORATION
N0 5 10 15 20 25 30 35 40 45 50 55 60
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
BOR LOG EXPLORATION
N
0 5 1015202530354045505560
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
STANDARD PENETRATION TEST(ASTM - D.1586)
N>
0 5 10 15 20 25 30 35 40 45 50 55 60
-40
-39
-38
-37
-36
-35
-34
-33
-32
-31
-30
-29
-28
-27
-26
-25
-24
-23
-22
-21
-20
-19
-18
-17
-16
-15
-14
-13
-12
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
STANDARD PENETRATION TEST(ASTM - D.1586)
N>