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DRILL LOG HOLE NO. : B - EST - 1
PROJECT THE STUDY FLOOD CONTROL AND WATER MANAGEMENT IN L B B DEPTH : 5.00 M ELEVATION :SITE BONE RIVER COORDINATE X : INCLINATION : 90O DRILLING :AVERAGE CORE RECOVERY: Y : DRILLED : MANNA LOGGED :GROUND WATER LEVEL : 0.00 M DIA. MAX : 73 MM CHECKED :
( 0.00 - 5.00 ) m Gravelly SAND, whitish grey, fine to coarse sand, consist of com-
ponent basalt,grano diorite, tuff, sand stone, sub angular to sub
1 rounded, maximum diameter 0.3 cm 1 well graded.
2 2
3 3
4 4
5 5.00 5
50
SHEET NO. 1 OF 1
CO
RE
BA
RR
EL,
BIT
,CA
SIN
G
DWI HARSO
WATER LEVEL
GROUND
WA
TER
SP
RIN
G
Ir. DAVE . M
YBM YSO - 01
STANDARD PENETRATIONTEST
(N - Value)
- 1.66 M
0BS
ER
VA
BLE
WA
TER
LO
SS
AU
GU
STU
S 27
' 200
2D
ATE
DE
PTH
( M
)
CO
LOR
DIP
OF
FAU
LT,J
OIN
T,BE
DD
ING
ELE
VA
TIO
N (
M )
CO
LOU
M S
EC
TIO
N
SO
IL, R
OC
K T
YP
E
50%
DESCRIPTION
GEO
LOG
ICAL
BO
UN
DAR
Y
BOTTOM OF HOLE
DATE : AUGUSTUS 27' 2002
CO
RE
RE
CO
VE
RY
( %
)
123O 03.725'
SH
EA
RIN
G B
Y F
AU
LT
R. Q
. D. (
%)
ELEMENTS
CLASIFICATION
CO
ND
ITIO
N O
F JO
INT
PLA
NN
E
CO
RE
LE
NG
TH A
ND
SH
AR
P
HA
RD
NE
SS
WE
ATH
ER
ING
CO
ND
ITIO
N
00O 33.658'
CLA
SS
IFIC
ATI
ON
OF
RO
CK
MA
SS
DE
PTH
(M)
BLO
W(C
M)
SIN
GLE
TU
BE
CO
RE
BA
RR
ELΦ
73
ΜΜ
, CA
SIN
G F
89
MM
BO
NE
RIV
ER
WH
ITIS
H G
REY
10
20
30
40
50
WATERLEVEL
BOTTOM OFHOLE
- 6.66
D-39
DRILL LOG HOLE NO. : B - EST - 2
PROJECT THE STUDY FLOOD CONTROL AND WATER MANAGEMENT IN L B B DEPTH : 5.00 M ELEVATION :SITE BONE RIVER COORDINATE X : INCLINATION : 90O DRILLING :AVERAGE CORE RECOVERY: Y : DRILLED : MANNA LOGGED :GROUND WATER LEVEL : 0.00 M DIA. MAX : 73 MM CHECKED :
( 0.00 - 5.00 ) m Gravelly SAND,brownish grey,fine to coarse sand, consist of com-
ponent basalt,grano diorite, tuff, sand stone, sub angular to sub
1 rounded, maximum diameter 5 cm 1 well graded.
2 2
3 3
4 4
5 5.00 5
BO
NE
RIV
ER
BR
OW
NIS
H G
REY
CLA
SS
IFIC
ATI
ON
OF
RO
CK
MA
SS
DE
PTH
(M)
BLO
W(C
M)
123o 03.742'
SH
EA
RIN
G B
Y F
AU
LT
R. Q
. D. (
%)
ELEMENTS
CLASIFICATION
CO
ND
ITIO
N O
F JO
INT
PLA
NN
E
CO
RE
LE
NG
TH A
ND
SH
AR
P
HA
RD
NE
SS
WE
ATH
ER
ING
CO
ND
ITIO
N
00o 31.134'100%
DESCRIPTION
GEO
LOG
ICAL
BO
UN
DAR
Y
BOTTOM OF HOLE
DATE : AUGUSTUS 28' 2002
CO
RE
RE
CO
VE
RY
( %
)
DA
TE
DE
PTH
( M
)
CO
LOR
DIP
OF
FAU
LT,J
OIN
T,BE
DD
ING
ELE
VA
TIO
N (
M )
CO
LOU
M S
EC
TIO
N
SO
IL, R
OC
K T
YP
E
AU
GU
STU
S 28
' 200
2
- 1.49 M
0BS
ER
VA
BLE
WA
TER
LO
SS
SHEET NO. 1 OF 1
CO
RE
BA
RR
EL,
BIT
,CA
SIN
G
DWI HARSO
WATER LEVEL
GROUND
WA
TER
SP
RIN
G
Ir. DAVE . M
YBM YSO - 01
STANDARD PENETRATIONTEST
(N - Value)
SIN
GLE
TU
BE
CO
RE
BA
RR
ELΦ
73
ΜΜ
, CA
SIN
G F
89
MM
100
10
20
30
40
50
WATERLEVEL
BOTTOM OFHOLE
- 6.49
D-40
DRILL LOG HOLE NO. : B - EST - 3
PROJECT THE STUDY FLOOD CONTROL AND WATER MANAGEMENT IN L B B DEPTH : 5.00 M ELEVATION :SITE BONE RIVER COORDINATE X : INCLINATION : 90O DRILLING :AVERAGE CORE RECOVERY: Y : DRILLED : MANNA LOGGED :GROUND WATER LEVEL : 0.00 M DIA. MAX : 73 MM CHECKED :
( 0.00 - 5.00 ) m Gravelly SAND, whitish grey, fine to coarse sand, consist of com-
ponent basalt,grano diorite, tuff, sand stone, sub angular to sub
1 rounded, maximum diameter 0.5 cm 1 well graded.
2 2
3 3
4 4
5 5.00 5
SIN
GLE
TU
BE
CO
RE
BA
RR
ELΦ
73
ΜΜ
, CA
SIN
G F
89
MM
90
SHEET NO. 1 OF 1
CO
RE
BA
RR
EL,
BIT
,CA
SIN
G
DWI HARSO
WATER LEVEL
GROUND
WA
TER
SP
RIN
G
Ir. DAVE . M
YBM YSO - 01
STANDARD PENETRATIONTEST
(N - Value)
- 1.76 M
0BS
ER
VA
BLE
WA
TER
LO
SS
AU
GU
STU
S 21
' 200
2D
ATE
DE
PTH
( M
)
CO
LOR
DIP
OF
FAU
LT,J
OIN
T,BE
DD
ING
ELE
VA
TIO
N (
M )
CO
LOU
M S
EC
TIO
N
SO
IL, R
OC
K T
YP
E
90%
DESCRIPTION
GEO
LOG
ICAL
BO
UN
DAR
Y
BOTTOM OF HOLE
DATE : AUGUSTUS 21' 2002
CO
RE
RE
CO
VE
RY
( %
)
123o 03.729'
SH
EA
RIN
G B
Y F
AU
LT
R. Q
. D. (
%)
ELEMENTS
CLASIFICATION
CO
ND
ITIO
N O
F JO
INT
PLA
NN
E
CO
RE
LE
NG
TH A
ND
SH
AR
P
HA
RD
NE
SS
WE
ATH
ER
ING
CO
ND
ITIO
N
00o 30.748'
CLA
SS
IFIC
ATI
ON
OF
RO
CK
MA
SS
DE
PTH
(M)
BLO
W(C
M)
BO
NE
RIV
ER
WH
ITIS
H G
REY
10
20
30
40
50
WATERLEVEL
BOTTOM OFHOLE
- 6.76
D-41
DRILL LOG HOLE NO. : B - EST - 4
PROJECT THE STUDY FLOOD CONTROL AND WATER MANAGEMENT IN L B B DEPTH : 5.00 M ELEVATION :SITE BONE RIVER COORDINATE X : INCLINATION : 90O DRILLING :AVERAGE CORE RECOVERY: Y : DRILLED : MANNA LOGGED :GROUND WATER LEVEL : 0.00 M DIA. MAX : 73 MM CHECKED :
( 0.00 - 4.00 ) m Gravelly SAND,brownish grey,fine to coarse sand, consist of com-
ponent basalt,grano diorite, tuff, sand stone, sub angular to sub
1 rounded, maximum diameter 5 cm 1 well graded.
2 2
3 3
4 4.00 4 ( 4.00 - 5.00 ) m Gravelly SAND,grey,fine to medium sand,consist component gravel diorite,grano diorite,tuff,sand stone sub angular to sub rounded,max. diamter 3 cm,contain small of silt.
5 5.00 5
GR
EYB
RO
WN
ISH
GR
EY
RIV
ER D
EPO
SITE
CLA
SS
IFIC
ATI
ON
OF
RO
CK
MA
SS
DE
PTH
(M)
BLO
W(C
M)
123o 03.740'
SH
EA
RIN
G B
Y F
AU
LT
R. Q
. D. (
%)
ELEMENTS
CLASIFICATION
CO
ND
ITIO
N O
F JO
INT
PLA
NN
E
CO
RE
LE
NG
TH A
ND
SH
AR
P
HA
RD
NE
SS
WE
ATH
ER
ING
CO
ND
ITIO
N
00o 31.248'100%
DESCRIPTION
GEO
LOG
ICAL
BO
UN
DAR
Y
BOTTOM OF HOLE
DATE : AUGUSTUS 28' 2002
CO
RE
RE
CO
VE
RY
( %
)
DA
TE
DE
PTH
( M
)
CO
LOR
DIP
OF
FAU
LT,J
OIN
T,BE
DD
ING
ELE
VA
TIO
N (
M )
CO
LOU
M S
EC
TIO
N
SO
IL, R
OC
K T
YP
E
AU
GU
STU
S 28
' 200
2
- 1.66 M
0BS
ER
VA
BLE
WA
TER
LO
SS
SHEET NO. 1 OF 1
CO
RE
BA
RR
EL,
BIT
,CA
SIN
G
DWI HARSO
WATER LEVEL
GROUND
WA
TER
SP
RIN
G
Ir. DAVE . M
YBM YSO - 01
STANDARD PENETRATIONTEST
(N - Value)
SIN
GLE
TU
BE
CO
RE
BA
RR
ELΦ
73
ΜΜ
, CA
SIN
G F
89
MM
100
10
20
30
40
50
WATERLEVEL
BOTTOM OFHOLE
- 5.66
- 6.66
D-42
DRILL LOG HOLE NO. : B - EST - 5
PROJECT THE STUDY FLOOD CONTROL AND WATER MANAGEMENT IN L B B DEPTH : 15.00 M ELEVATION :SITE BONE RIVER COORDINATE X : INCLINATION : 90O DRILLING :AVERAGE CORE RECOVERY: Y : DRILLED : MANNA LOGGED :GROUND WATER LEVEL : 0.00 M DIA. MAX : 73 MM CHECKED :
( 0.00 - 5.00 ) m1 Sandy GRAVEL,grey,fine to coarse sand 1
consist of component,basalt,granit,tuff grano diorite,sandstone,sub angular to
sub rounde,maximum diameter 4 cm,2 well graded. 2
3 3
4 4
5 5
( 5.00 - 12.30 ) m6 Gravelly SAND,grey,medium sand to 6
coarse sand, consist of component tuff, basalt, garno diorite, granit, sandstone, sub angular to sub rounded,well
7 graded maximim diameter 3 cm. 7
8 8
9 9
10 10
11 11
12 12
13 ( 12.30 - 15.00 ) m 13 Silty SAND,grey,fine sand,non plasticity, wet.
14 14
15 15.00 15
123o 03.742'
SH
EA
RIN
G B
Y F
AU
LT
R. Q
. D. (
%)
ELEMENTS
CLASIFICATION
CO
ND
ITIO
N O
F JO
INT
PLA
NN
E
CO
RE
LE
NG
TH A
ND
SH
AR
P
00o 30.748'
HA
RD
NE
SS
WE
ATH
ER
ING
CO
ND
ITIO
N
85%
DESCRIPTION
GEO
LOG
ICAL
BO
UN
DAR
YDATE : AUGUSTUS 15 TO AUGUSTUS 19'02
CO
RE
RE
CO
VE
RY
( %
)
RIV
ER D
EPO
SITE
DA
TE
DE
PTH
( M
)
CO
LOR
DIP
OF
FAU
LT,J
OIN
T,BE
DD
ING
ELE
VA
TIO
N (
M )
CO
LOU
M S
EC
TIO
N
SO
IL, R
OC
K T
YP
E
0BS
ER
VA
BLE
WA
TER
LO
SS
SIN
GLE
TU
BE
CO
RE
BA
RR
ELΦ
73
ΜΜ
, CA
SIN
G F
89
MM
SHEET NO. 1 OF 1
CO
RE
BA
RR
EL,
BIT
,CA
SIN
G
DWI HARSO
WATER LEVEL
GROUND
WA
TER
SP
RIN
G
Ir. DAVE . M
YBM YSO - 01 - 1.09 M
BOTTOM OF HOLE
CLA
SS
IFIC
ATI
ON
OF
RO
CK
MA
SS
DE
PTH
(M)
STANDARD PENETRATIONTEST
(N - Value)
BLO
W(C
M)
GR
EY
AU
GU
STU
S 19
'02
AU
GU
STU
S 15
'200
2A
UG
UST
US
16' 2
002
AU
GU
STU
S 17
'200
2A
UG
UST
US
18'2
002
10
20
30
40
50
WATERLEVEL
BOTTOM OFHOLE
5.00
12.30
-6.09
-13.39
-16.09
D-43
TU
PA
VIL
LA
GE
C -
BO
LA
NG
O
BO
IDU
VIL
LA
GE
E -
BID
BU
LIID
E V
ILLA
GE
E -
BLD
DO
NG
GA
LA
VIL
LA
GE
E -
DG
LB
UA
TA
VIL
LA
GE
E -
BA
T
BO
TU
VIL
LA
GE
C -
BO
NE
LO
CA
TIO
N M
AP
OF
SA
MP
LIN
G P
OIN
TL
OC
AT
ION
MA
P O
F S
AM
PL
ING
PO
INT
LO
CA
TIO
N M
AP
OF
SA
MP
LIN
G P
OIN
T
D-44
II - 1
. EA
RTH
EM
BA
NK
MEN
T M
ATE
RIA
L
12
31
23
12
31
23
1Sp
esifi
c G
rafit
y of
Soi
lG
sgr
/cm
32.60
2.68
2.65
2.67
2.61
2.71
2.62
2.75
2.74
2.61
2.66
2.67
2W
ater
con
tent
of s
oil
wn
%10.74
13.73
15.25
4.55
4.60
5.56
8.42
10.79
11.03
14.54
18.31
17.50
%10.30
9.88
10.00
3.38
3.69
3.80
1.06
1.59
1.00
0.72
0.68
0.74
%51.21
51.31
51.61
52.91
61.88
51.71
41.77
39.27
41.46
31.57
37.47
32.08
%26.42
36.52
37.01
40.17
40.63
41.65
54.40
68.09
55.11
65.31
60.15
64.94
%2.14
2.29
1.18
3.38
3.55
2.64
2.77
1.59
2.43
2.40
1.70
2.25
Liqu
id L
imit
LL%
35.00
36.70
34.00
35.20
34.00
36.00
36.40
35.80
36.40
37.20
35.40
35.45
Plas
tic L
imit
PL%
16.49
16.08
18.16
15.42
15.36
19.16
20.96
15.89
18.14
19.43
18.59
16.60
Past
icity
Inde
xPI
%18.51
20.62
15.84
19.78
18.64
16.84
13.44
19.91
18.26
17.17
16.81
18.86
Opt
. Wat
er c
onte
ntW
opt
%21.50
22.50
23.00
22.50
22.50
22.50
24.00
24.00
24.50
22.50
23.00
22.00
Max
. dry
den
sity
Wdr
yt/m
31.57
1.55
1.49
1.61
1.64
1.59
1.68
1.89
1.58
1.59
1.58
1.57
Max
. wet
den
sity
Ww
ett/m
31.90
1.89
1.83
1.97
1.89
1.94
1.96
1.52
1.95
1.95
1.94
1.92
II - 2
. CO
NC
RET
E A
GG
REG
ATE
12
31
23
%45.34
45.21
45.27
44.42
44.51
50.36
%47.18
47.59
47.07
39.76
39.61
39.58
Ga
2.55
2.62
2.64
2.60
2.32
2.46
Gb
2.43
2.64
2.57
2.39
2.16
2.34
Gs
2.74
2.75
2.83
2.70
2.56
2.64
φ%
4.61
3.09
3.52
4.82
7.41
4.85
SUM
MA
RY
OF
LAB
OR
ATO
RY
TEST
C -
BO
NE
C -
BO
LAN
GO
No.
BO
IDU
E - B
IDB
ULI
IDE
E - B
LD
1 2
BO
TUTU
PA
Spec
ific
Gra
vity
(App
aren
ts)
Abs
orpt
ion
Siev
e A
naly
sis
Agg
rega
te
Spes
ific
Gra
vity
&A
bsor
ptio
n
Bul
k gr
avity
(sat
urat
ed)
Gra
vel
Sand
Bul
k gr
avity
(ove
n dr
ied)
Sym
bol
Uni
t
Loca
tion
Hol
e N
o.
Sam
plin
g
DO
NG
GA
LA
E - D
GL
BU
ATA
E - B
AT
5
Loca
tion
Hol
e N
o.
Sam
plin
g
Proc
tor c
ompa
ctio
n te
st
Gra
inSi
zeA
naly
sis
Coa
rse
Gra
inSi
ze
Fine
Gra
inSi
ze
Sym
bol
Uni
t
3 4A
tterb
erg
Lim
it Te
st
Gra
vel
Sand
Silt
Cla
y
No.
D-45
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