bhn 83-06 (ammend)
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7/23/2019 BHN 83-06 (AMMEND)
1/3
I
lEi! GEOLAB (M) SDN BUD
(Reg.
No . 2/035/-V)
ENGINEERING LOG
...
.. . Foundation, Soil
&
Concrete Specialists
r[ fHI Me/hod: BS5930 /999)
l
}
Project:
041 1'1 [ P ~ ~ 2 )
~ ~ l r
P ' '.'
Borehole
No.
:
Sheet
Client/Consulting Engineer:
Job No. :
c
Standard Penetration Test
- - - - ,
f l
6
'i
J.ft.
K1
PI
D,4
-
Pit
Soil Description
&
Lithology
8g 75 75 75 I 75
(metre) ...J
~ ~ mm mm mm mill
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75
mm
3
~
3
75
mm
'1
tt
it
I
Remarks
N
o
II
II
SCALE
OF STRENGTH
EGEND
WATER
OBSERVATION
1- __ .....--__ --.. ,...-__ -.--__
----tCohesive
Soil
- Piston
Sample
- Thin Wall Tube
(N) 0 2 4 8 15
30
Depth
Casing WL
Date
Time
LL I--'1_---'1 .LI__ -,I
- Meizer Sample
(m)
(m) (m)
VS S F St VSt H
- Rock
Cored
Split
Spoon
Sample
10
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7/23/2019 BHN 83-06 (AMMEND)
2/3
ffi] GEOLAB (M) SDN BHD (Reg ..2/035/-V
ENGINEERING LOG
Foundation, Soil & Concrete Specialists
(re.,t Melhod: BS5930: /999
f
1
~ _ t t ~ -
roject: O\.
I
j V lp
; t
Borehole No. . ,J '83 - yr > 0
.
~ l < - A t l tr .
-
She _t
_ _---.5 _3
Client/Consulting Engineer:
Job No.
:
Type
of
Boring R
VII
.
~
Coordinate E :
~ ~ - ~
Boring Diameter: '6 ih d N :
Remarks
75 75 75 N
Date Started 101 (; (=to lo;
Date Completed . if
T:lOlb -
Standard Penetration Test
nun mm mm mm mm mm
c
8.g
75 75 75
'
-
7/23/2019 BHN 83-06 (AMMEND)
3/3
1
I
I
i3 I J
GEOLAB (M) SDN BUD (Reg No. 210351-V)
ENGINEERING LOG
Foundation, Soil & Concrete Specialists
.. . .
([e.'1 Me/hud: HS5930: 199Y)
I6.\1N .(
Borehole No. : ~ 3 - stir 0 "
Project: 0 U I 0" (
P
t A ~ s ~
)
P ~ ~ A - J \ :
Sheet 6 of
~ ~ ~
- -
Client/Consulting Engineer:
Job No :
Type
of
Boring
Boring Diameter.
Depth Sample
(metre) Reference
-
-
-
~ ~
-
-
---::
I.; .cso::
-
to=
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-
=
1 ~ 3 ~
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-t /)=
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-
=
11o.C61f
=
-
1 9 ~
to-=
-
18.q O:
-
-
-
-
Thin Wall
Tube
- Piston Sample
Time Depth Casing WL
Date
Meizer Sample
(m)
1m) 1m)
Split Spoon Sample
- Rock Cored
.
- Wash Boring
-
UD Undisturbed Sample
D - Disturbed Sample
1-----1-----
~
P - Standard Penetration Test
CL - Cored Length
- 1 1-
TCR Total Cored Recovery
RQD Rock Quality Designation
-
t
t
V - VD.ne Shear
Test
Pm
-
Permeability Test
t
Pr - Pressuremeter Test
WL
- Water Level
PII
-
D\ t
I
_1:
0
WATER
OBSI'.RVATI N
EGEND
Reduced Level:
Date Started
Ie Irs I;.lOIS
I _.
Depth
Soil Description & Lithology
(metre)
- l
-
=
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=
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=
-
-
-
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-
-
-
-
-
-
-
-
-
Date Completed :
It
18'
Id..o\S -
C Standard Penetration Test
o _ .-
Remarks
8g
75 75 75 75 75 75
N
mm
mm mm
mm mm
mrn
S t I I A r : ~ OF STRENCTH
Cohesive
Soil
(N) LLI-li_-Li L
I
1
5
----- c:----.Jr
O
VS S F St
VSt
H
Non-Cohesive Soil
N)
4 10 L O - - I O
LI
_.L I__ .LI_ _ I .
VL L MD 0 VD
Nule S
(.Vult):
F (Fu. ,): SI (Slif]): IJ (Hard): I (Luose):
J
IlJ. ,e)
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