BHN 83-09

7/23/2019 BHN 83-09

1/5

Jk l

GEOLAB (M) SDN BHD

Reg. No . . 21035l-V

Foundation, Soil

&

Concrete Specialists

[

ENGINEERING

LOG

(Te.,' Method: B05930: /999)

}

Project: 0(,,\ l;Iv P ~ g l

Borehole No. : IloltN

~ 1-( )

1

C ~ ~ ~ I t

- -

Sheet ,

o f

.5

Client/Consulting Engineer:

Job

No.:

Type of Boring

R w ~

Boring Diameter

3 1 ~ G

Reduced Level'

12,.

S>b Date Started :

11-{9

(,:1.0\$

f .. . .

-

.

__

_ _

Date Completed l

~

f i (;)..D l

S

Coordinate E . ~ f . 1 . ~ .1t:f;

N

-11tI1o.

~

Depth Sample

(metre)

Reference

-

-

-

4-'si:

-

-

-to =

-

-

t t , ~

, . t ~

-

-

-

-

-

-

. -

(, . ~ / ) =

to

=

....,-=

-

-

-

b)o=

-

-

I D(1 =

-

~ - - =

-

-

-

I itS':

-

-

-

).

O )=

to-=

=

-

,..

itS::

-

-

-

JOO=

Pl

OJ)

Depth

0

Soil Description & Lithology

-J

(metre)

-

-

10p ('0\1..

-

-

I \ \ l ~ i h \ ~ e . - \ \ D w i ~ \ . .

~ h . w . . \IV;;-\

-

-

-

~ r t . - j ~ o t 1 1 e c l . ~ e , , , , e t . j ~ I t . i .

-

-

-

-

. -

-

-

-

-=

~ t - r n ,

Li.9'

-t -to theJi't'M

~ L t l D W i ~ \ .

~ Y D W

-

-

w H ~

I \ , ~ +

O Y 4 ~ , tl'\

D

-H1ut.

-

~ 4 ~ d j SIl,..1.

-

-

-

-

-

-

PI

\ 1'\

f

-

WhltAi", two

Y ( d t t i 1 ~ ~ 1 1 > V \ h

1M.\-\.

\i,t.t

~ t \ l o w

~ o - \ 1 1 t - c 1 .

S A \ 1 ~ Slq .

-

=

-=

-

-

s-\ltt

I

-

-

tht..li ...

r t . e t e t ~

lK w n w\

-

t \ l , ~ ~ ~ e i , , ~

~ t . \ l o w ~ \ . .

~ Y - o w

...

-

~ * t t d .

SLl:( .

=

-

=

-

-

> t \ 1 ~

,

-

-

~ , h t 0

~ , , ~ e t i"1 h-\

V

Lcl.:4.'is\.- '0 \o1rw

l-t

-

-

\M-\l,.

~ \ i , h.\\,j. \ \ ~ ~ t ~ L \ \ o cot r \ , \ ~ d

-

"iL.T

-

-

-

=

-

~

U ~ t f ~ l . \ l 6 W i . . k

'oVOWn

~ ~

\ ~ t

-

r d J . ~ \ . .

~ L \ \ o W

h \ . . o - \ \ t ~ . l .

;1.S-U

-

tSl>

:lO'"

-

tSb

2.00

-

;b

Standard Penetration Test

..,

-,-----,- _

r

-,--.-

75 75

mm mm

,

,

I

l

,

2

t

:1.

I

I

I ,

.

'3

75 I 75

mm

l

l .

1

mm

I

I

:1

3

3

Remarks

5 I 75 . N

mm

l

>

.1.

.:l

It

mm

2

,),

3

4

1

3

~

T

1

II

',+

SCALE OF STRENGTH

LEGEND

WATER

OBSERVATION

- Thin Wall Tube

I . r j

Cohesive Soil

- Piston Sample

15

30

Casing WL

(N) [ I fepth

I

ime

ate

Meizer Sample

Split Spoon Sample

- Rock Cored

Wash Boring

UD - Undisturbed Sample

D - Disturbed Sample

P - Standard Penetration Test

CL . Cored Length

TCR Total Cored Recovery

RQD - Rock Quality Designation

1m) 1m)

VS S

St

VS,

H

m)

) ;).

Non.Cohesive So;1

~

__

ttc;.

1 ~ ( ( O eN)!

f

11

;0 to

J.11

o

_

~ ~ . O Z > \ ) . . ~ VL

L

MD

D

~

I ~ ~ 3 ) 1

- . . -

Note:

S (Soft): F (I;rIll1: St J:if./): I (Hard):

/.

( .oo"J:

J)

I J ~

J

. ..

- r -

-

-

L o g g e d l S L l j l : 1 f ~ e ~ ~ : , I C l l e c a . ~

- Vane Shear Test

Pm

- Permeability Test

~ r

i

f - -

- ~ - - - - 1 - - - - l -- Nor Imie

Pr - Pressuremeter Test

WL _ Water Level

-,

u n

- _ . ~

7 .. "

Eng. Geologist

eolab

(M) Sdn. 8M.

7/23/2019 BHN 83-09

2/5

--

-

-

Date

Completed

1

1

::-:

GEOLAB (M) SDN

UD (Reg

No. : 2/035/-V)

ENGINEERING LOG

Foundation, Soil Concrete Specialists

resl Ml fhod: 8.1'5930: 1999)

r

Project:

Cfl-\.\"", l ~ ).)

Borehole No. :

tl N

3- 0

I ~ _ _ _ - - - -

~ - -

__

~ ~

__S ..._


Job No.

Type

of

Boring p..

oN

~

Coordinate E :

Date

Started

1 - - - - - - - - ~ < 2 . ~ I ..l - N

Boring Diameter. .,

n

Standard Penetration

Test

Depth

Sample Depth

Soil

Description Lithology

Remarks

5 75 75 75 75 75

(metre) Reference (metre)

- l

N

mOl mOl mm mm mm mm

-

-

V ~ ~ t

-

\0..

tt\i",W\

h-ttJi1 \, ~ ~ ~ ~ \\

S\ -

-

-

lSa-lll W

~ 1 t t e J ~ t L . 1 -

-

-

-

-

-

Pr

=

-

-

p ~

~ ~

-

-

-

-

- -

-

-

-

-

\ J ~ S ' -tr f

to-:::

U t - ~ -+0

~ c : H 4 t \ \

=

oVO w ~

_T

-- f ~ \ e .

=

-

~

-

-

-

-

).

.

.. .

-

1

-

0

-

-

7/23/2019 BHN 83-09

3/5

-

- -

-

-

- -

- -

- -

-

-

- -

-

-

-

II= : GEOLAB M) SDN BHD

(Reg.

No

.

210m-V

ENGINEERING LOG

Foundation, Soil Concrete Specialists

[

}

Fest M 'ho

7/23/2019 BHN 83-09

4/5

- -

II GEOLAB (M) SDN BHD Reg. No. 2J035J-V

ENGINEERING

LOG

Foundation, Soil

&

Concrete Specialists

)

1est Method: RS5930: 1999)

l

Project:

C \..\

1 V r

'-1 v

;.-)

Borehole

No.

: r.. tf N ~ - 07

- ~ - .

+ ---"-Sh-.:.ec.ect_ t

_?f__


Job

No. :

- Thin Wall Tube

1 -

__

----. ---.- .... - .-

__ ---tCohesive Soil

(N) 0 2 4 8 IS 30

Piston Sample

WL

epth Casing

LL-I _ ~

I

~

ime

ale

Meizer Sample

(m )

m)

(m)

VS S F St VS, H

Split Spoon Sample

- Rock Cored

Non-Cohesive Soil

UD - Undisturbed Sample

-

Wash

Boring

(N)

0

4 10 )0 50

o - Disturbed Sample

I I I I I

- Standard Penetration Test

VL L MD ~ t \

CL - Cored Length

No e:

S (.I'ofl): F

(1):::,"):

S, (.It,tJ):

11

(H nlj: I.

I.omcl:

j)

I

TCR

- Total Cored Recovery


I -

Y -

V;me

Shear Test

Pm - Permeability Test

Pr - Pressuremeter Test

WL - Water Level

lon ,

EEng.

Geeloglst

~ o l (M) Sdn. Bhd.

Type of Boring

Boring Diameter

Coordinate E :

N

~ d u c e d Level: Date Started

r - Date Completed

>

.to

IS 1St>

I

r t o ~

I

C Standard Penetration Test

gg 75 75 75

75

75 G 5

~ ~ mm

mm

mm

mm mm

mill

Soil Description & Lithology

-

-

-

=

-

-

-

-

-

-

-

-

-

-

-

-

=

=

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

> 9

-

-

t

o

=

-

-

~ . ~

-

-

-

-

?f-9:.

-

-to-:

-

-

-

Ji.81=

Depth

Sample

Depth g,n

(metre) Reference (metre)

,....l

-

-

-

=

-

-

-

bo

-

-

-

-

=

=

-

-

=

-

-

-

-

-

-

-

-

-

-

=

-

-

-

-

-

-

-

-

-

-

~ ~

-

-

-

-

-

-

-

Remarks

o J : ~ t

19 No. .

SCALE OF

STRENGTH

EGEND

WATER OBSERVATION

7/23/2019 BHN 83-09

5/5

__

- -

- -

-

e: Nt>

o

r ~ e

q

IijrN

i ~ o 1

-

-

=

-

A 1

D ~ 1 J . t

3 ~ : 3 r 1 Ni

II?:

GEOLAB (M) SDN BHD

Reg No .

2111351-V)

Foundation, Soil & Concrete Specialists

Project:

6\.\\

fv t f ~ ; 1

~ ~ ~ ~


Type of Boring

Reduced Level:

Boring Diameter:

b ~ -

Coordinate E

N

e

- -

Depth Sample Depth

(metre)

Reference (metre)

-

-

c J l =

-

-

=

t

-

Put

-

-

b ~

-

~ S 3 1

-

-

-

-

bll

0

l

Soil Description

&

Lithology

ENGINEERING LOG

(1 e.,1 Melhod: RS5930: 1999)

r

1

Borehole No.:

~ l t - - N

~ a

o

~ _ h e _ t

_

~ f

Job No ..

Date Started

Date Completed

Standard Penetration Test

I

~ -

Remarks

75 75 75 75 75

75

N

mm rom mm

mm

mm rom

.

-

-

-

-

-

-

-

-

-

-

-

::

-

-

=

=

-

-

-

=

-

-

-

-

-

-

-

=

-

-

-

- -

-

-

-

-

-

-

-

-

-

-

-

=

-

-

-

-

-

-

LEGEND

I

- Thin

Wan

Tube

Piston Sample

- Meizer Sample

- Split Spoon Sample

- Rock Cored

-

Wash Boring

l-

Dale

UD

- Undisturbed Sample

D

- Disturbed Sample

P

- Standard Penetration Test

CL - Cored Length

SCALE OF STRENGTH

WATER

OBSERVATION

~ . . . . . _ _ . _ r _ _ 1 C o h e s i v c

Soil

Time

(

N) 0 2 4

15

30

WL

asing

epth

I I I

I

I

m\

m\

(m\

VS

S

St

VSt

H

Non-Cohesive Soil

(N) 0 4

1

;0 .-ro

I I I

1 _

. I . \ i f t ~ ~ : M :

SI

.lliff), H

I ~ l

v;

I

-

-

- -

-

-

-

-

-

-

-

-

=

- -

-

=

-

=

-

-

-

-

-

=

Eng. Geologrst

1 -

1 -

-

-

TCR - Total Cored Recovery


V

- Vane

Shear Test

Pm

-

Permeability Test

Pr

- Pressuremeter

Test

WL

-

Water Level

Documents

BHN 83-09