142110 Borlog sementara
2
SOIL / ROCK SPT TYPE DESCRIPTION SYMBOL DEPTH (m) DATE SAMPLE DEPTH (m) N 0 20 40 60 C kg/ cm 2 q u STRENGTH TEST ATTERBERG LIMITS 0 20 40 60 80 100 t t/m 3 Gs 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0 TO 10 % : TRACE 10 TO 20 % : LITTLE 20 TO 35 % : SOME 35 TO 50 % : AND Open Drive Sample WATER CONTENT, % PLASTIC LIMIT, % LIQUID LIMIT, % DRILLING LOG e o REMARKS : 1.00 1.45 7.00 7.45 3.00 3.45 9.00 9.45 13.00 13.45 5.00 5.45 11.00 11.45 15.00 15.45 0 30 2 2 15 15 0 30 0 30 1 1 15 15 1 2 15 15 3 3 15 15 2 3 15 15 17.00 17.45 5 7 15 15 Silty sand, grey, slightly cemented, dense 19.00 19.45 13 28 15 15 4 0 0 0 5 12 Clayey silt, dark brown, medium consistency Clayey silt, light brown, stiff consistency GWL : - 0.50m. DEPTH : 30.00 m. COORDINATE : PROJECT : Gudang. LOCATION : Bandengan. HOLE NO : BH-1. Drill Master : Ajid. 24-25 December 2014 Fill Materials Silty clay, reddish brown, medium consistency Silty clay, with a trace of shell fragments, light grey, very soft consistency Silty clay, with a trace of sand and shell fragments, light brownish grey, soft consistency Mazier Sample 2 3 6 41 Silty clay, dark grey Silty clay, with a trace of fine grained grained, grey, very soft consistency 32 70 65 2.00 2.71 1.49 CH 10 0.11 UU
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Transcript of 142110 Borlog sementara
SOIL / ROCK SPT
TYPEDESCRIPTIONSYMBOL
DEPTH (m)
DATE
SAMPLE
DEPTH (m)
N0 20 40 60
C
kg/
cm2
qu
STRENGTH TESTATTERBERG LIMITS
0 20 40 60 80 100
t
t/m3Gs
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
0 TO 10 % : TRACE
10 TO 20 % : LITTLE
20 TO 35 % : SOME
35 TO 50 % : AND
Open Drive SampleWATER CONTENT, %
PLASTIC LIMIT, %
LIQUID LIMIT, %
DRILLING LOG
eo
REMARKS :
1.00
1.45
7.00
7.45
3.00
3.45
9.00
9.45
13.00
13.45
5.00
5.45
11.00
11.45
15.00
15.45
0
30
2 2
15 15
0
30
0
30
1 1
15 15
1 2
15 15
3 3
15 15
2 3
15 15
17.00
17.45
5 7
15 15
Silty sand,
grey, slightly cemented,
dense
19.00
19.45
13 28
15 15
4
0
0
0
5
12
Clayey silt,
dark brown, medium
consistency
Clayey silt,
light brown, stiff consistency
GWL : - 0.50m.DEPTH : 30.00 m.
COORDINATE :PROJECT : Gudang.
LOCATION : Bandengan.
HOLE NO : BH-1.
Drill Master : Ajid.
24-25 December 2014
Fill Materials
Silty clay,
reddish brown, medium
consistency
Silty clay,
with a trace of shell
fragments, light grey, very
soft consistency
Silty clay,
with a trace of sand and
shell fragments,
light brownish grey, soft
consistency
Mazier Sample
2
3
6
41
Silty clay, dark grey
Silty clay,
with a trace of fine grained
grained, grey, very soft
consistency
32 7065
2.002.711.49CH 100.11UU
SOIL / ROCK SPT
TYPEDESCRIPTIONSYMBOL
DEPTH (m)
DATE
SAMPLE
DEPTH (m)
N0 20 40 60
C
kg/
cm2
qu
STRENGTH TESTATTERBERG LIMITS
0 20 40 60 80 100
t
t/m3Gs
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
0 TO 10 % : TRACE
10 TO 20 % : LITTLE
20 TO 35 % : SOME
35 TO 50 % : AND
WATER CONTENT, %
PLASTIC LIMIT, %
LIQUID LIMIT, %
DRILLING LOG
eo
REMARKS :
21.00
21.25
27.00
27.45
23.00
23.45
29.00
29.45
25.00
25.45
9 13
15 15
50
10
7 9
15 15
7 10
15 15
8 9
15 15
26 December 2014
Silty sand,
medium to coarse grained,
brown, slightly cemented,
very dense
16
17
17
GWL : - 0.50m.DEPTH : 30.00 m.
COORDINATE :PROJECT : Gudang.
LOCATION : Bandengan.
HOLE NO : BH-1.
Drill Master : Ajid.
End Of Drilling
Silty sand,
fine grained, yellowish
brown, medium dense
Clayey silt,
with a trace of sand and
shell fragments, light grey,
very stiff consistency
Silty clay,
light grey, very stiff
consistency
Open Drive Sample
Mazier Sample
50
10
22
Silty sand,
slightly cemented, dark grey
