BHN 83-08

7/23/2019 BHN 83-08

1/5

Coordinate E ~ - ~ 1 t ;

- -

~ e d u c e d

I::.vel f - : 3 ~ ~ Date Started

0 iJj 5

0 00=

-

-

to=

-

-

-

-

-

-

\, 0:

-

-

t1> :=

=

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-

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=

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t ~

-

H

30

I

VSt

IS

I

SI

s S

Depth Casing WL

1m' 1m)

tm

- ~

-----1-----1

Date Time

f -

- 1 I ~ 1

WATER OBSERVATION

- -r

-

r

__ ..,Cohesive Soil

(N) 0 2 4

I I I

LEGEND

- Thin Wall Tube

- Piston Sample

- 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

V

-

Vane Shear Test

Pm - Permeability Test

Pr - Pressuremeter Test

W Water Level

l

bJ GEOLAB M) SDN BHD

(Reg

No

2/035/-V)

ENGINEERING LOG

Foundation, Soil & Concrete Specialists

[

(re,, Me/hod: HS5930 N99)

Project:

04 \

P ~ 1 : ( . , f l P ~ l

Borehole No. : ~ N ~ l O

8

r ~ l f

Sheet

o S

-

f ..

-

Client/Consulting Engineer:

Job No.:

Type of Boring

Boring Diameter:

Depth Sample

(metre) Reference

Pit

......

D;

N 1 L .o04.9

Depth

g,'l

Soil Description & Lithology

metre)-J

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

s ~

to

~ t V c J

S-Mt

I

-

-

~ 1 V l R ' \ \ ? ~ r \ i 1 h ~ e . . \ \ O W ~ ~

-

~ \ e jt2. \\OW

m ~ e d

~ h d j

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-

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:::.

-

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:::.

stl ft I .

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l 8 h ~ h m e \ , ~ t o

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w\1\ \ ~

h

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ofH

ed

.

Se:t\\c:0\9 q .

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-

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/ V v \ ~ \ ~ ~ ~ \ t i W ~ O - \ \ - \ t . J .

-

-

CO\L.1,

-

-

-

-

-

Date Completed

ilf {?;

l is

Standard Penetration Test

it

Ie>

Remarks

5 75 75 75 ; ~ l - 7 5 N

mm mm mm mm mm mm

13

I i I

\ \ J

3 3 It

I-

I

I

SCALE OF STRENGTH

7/23/2019 BHN 83-08

2/5

1

t ll GEOLAB M) SDN BHD (Neg No 21035J-V)

ENGINEERING

LOG

Foundation, Soil Concrete Specialists

rfe.w Me/hod: BS59JO 1999)

Project:

Borehole No, : Q.\tt\

1)

-

__________________

. .

Shee ... - . _of 5


Job No.:

Type

of

Boring

Boring Diameter:

( .

0l) =

-

-

to =

-

-

-

b L f ~

-

=

-

\OSlt

=

to_

-

-

-

-

lu-'f$

-

-

-

Depth Sample

metre) Reference

/ c I - ~

-

-

fo--=

=

----=

~ . ~ =

-

-

-

-

~ l b =

-

-

-

+0=

-

=

~ ~ G

=--::

-

-

'\.;=

-

- Thin Wall Tube

- Piston Sample

- Meizer Sample

]1,.

'Iv

.

Y1>

;

Coordinate E :

N:

~ ~ u c e d Level:

__

I .

Date Started . i6

I ~ l r ;

- - - - - - - - - - - - -

Date Completed. \It (tg l::u IS

Remarks

I I

2 1

4 4

4 \5'


75

75 75

7 ~ 5

T

75

mm mm mm mmjmm

mml

Soil Description Lithology

F \ \ - ~

,

\ , . . ; ~ t

to ~ e c ; \ i \ . . t t y . ~ \ \ o w \ ~ ~ ~ \ I t > - W h

\tIA

s \ l ~ 'tb 't ~ 1 > W t l ~ fe.J.

W\t>-\\\

e.c1. ~ \ L . l .

~ ~ ~

~ ~ ~ \ y \

j e . \ ~ 1 > \

o ~ n

. w ) ~ < ; ; . \ ~ - \ \ ~ \ ~ 1 \ , ~ V i ~ ~

~ \ e . J . /

( ~ / i J J ) ;

H (Hard);

I

(1.0 );

J ( Je""')

-

___

. -1 - -

-

Time

- -----1-----1--

Date

__ - - - , - - - - - - - - - -1

- -

- 1 - -

-

---

t -

-

- --1-------1----1

W TER OBSERV TION

~ - .....---y__--....,...--__;Cohesive Soil

15

Depth Casing WL

(N)

Ll I li__,--._-L.'----:--:::--_ 0

1m) 1m 1m) VS S F 51 YSI H

- Split

Spoon

Sample

Rock Cored

Wash Boring

UD

- Undisturbed Sample

D Disturbed Sample

p Standard Penetralion Test

CL

- Cored Length

TC R Total Cored Recovery

RQD Rock Quality Designation

V - Vane Shear Test



WL

Water

Level

7/23/2019 BHN 83-08

3/5

I i

GEOLAB (M)

SDN

BHD

(/leg No . 210351-V)

ENGINEERING

LOG

Foundation, Soil Concrete Specialists

)

I e., Method: RS5930: 1999)

Project:

Borehole No. :

Sheet

-

'3

of

G

- -

-


Type of Boring

Boring Diameter:

Depth Sample

(metre) Reference

1'l.OIl::

-

.

+t> ::

-

-

-

11-,\-

-

-

-

-

-

n-=

-

-

I ~ . ~

-

-

-

I ? ~

fb::

-

-

-

19

-

-

-

-

I ~ r ; n :

-

0 =

-

-

1 l ? ~ S =

=

IBOO=

+0-

--

-

-

-

-

-

t B 4 - ~

-

-

-

-

PII

1>13

Depth

(metre)

-

-

-

-

-

-

-

-

-

-

-

.

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

=

-

-=

-

-

-

-

-

-

-

-

-

-

::

-

-

-

-

-

-

-

-

-

-

-

-

-

LEGEND

- Thin Wall Tube

- Piston Sample

- Meizer 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

V -

VOlne

Shear Test



WL - Water Level

II

\5' 41

Job No. :

Date Started

i3/ f f:>J) IG

- --

-

1 ~ / 8

(2..0

Is

-

Date Completed


75

I 75

75 I 75 r75 T 75

Remarks

nun mm

mm

mm mm

mm

3 0 ;).. t '7

t

~

IS 3(,

4;1)

Reduced Level:

I

- -

N :

Soil Description Lithology

Coordinate E .

~ \ - t A I

~ \

{o

~ e . e l \ v m \ ~ e . . \ \ b M ~ h i\..i>b

b\15Wh

\N\n

f \e. ~ Q . . . \ \ 6 W i n ~ ~ c L lW- O

~ ~ V \ c 6 ~ \ \ . . . 1

~ ~ ~ f \ \ \ I

mQJi'4m ~ I . , \ \ o W \ ~ ~

~ W ~ N \ ~

3e \\6W ~ ~ e S..., , ~

~ \ L 1

~ \ - d

,

\ - \ ~ \ 1-0 ~ \ I l J . \ \ O \ ~ c : \ J . ~

bh\IVtl

r M ~ S , ~ - \ - \ ~ \ b\-\ je..\\t) .y

'tV\4\\(2J.

f ; G \ ~

S\t:{,

J

H

30

I

VS,

15

I

51

SCALE OF STRENGTH

vs s

_ _

NonCohesive Soil

Depth

(m)

Time

ate

-

(N) 0 4 10 30 50

L-L_-.L

I I

VL L MO 0 VO

_______

- -- - Note .\' ( S ( ~ f t ) ; ~ I (S 10: / 1 Hurd): I

(I.uo: it );

/J

(IJeml )

:-.- -1---_--=-_-_._-_-._.=:=====--lr-

d B ~ - : : :

_

~ ~ I , d ~ O t I T ~ y

,

) sa. Bfid.

A/

WATER OBSERVATION

1 -

__--. __

---r r-

--jCohesive Soil

(N) 0 2 4

I I I

1---._- - ---l---- I------j

7/23/2019 BHN 83-08

4/5

-

-

- -

Client/Consulting

Engineer:

Job No. :

Type of Borin_g

__ R W.

Coordinate E .

IReduced Level

Date Started 1.3

/95

\5

l!i:GEOLAB (M) SDN BHD

Reg

No

. . 2/035/-V)

ENGINEERING LOG

Foundation, Soil Concrete Special ists

[

J

Te.lt Me/hod: BS5930 1999)

Project:

Borehole No. : SMN

-

Cfi

I Sheet It o s-

1

-

f - .. -

Boring

Diameter:

Depth Sample

(metre) Reference

19-'7b::

-

-

to:

-

-

-

-

l ~ I i

-

=

-

-

to 00=

-

+0

-

:

-

-

-

~ 3 ~

::

-

-

-

)':l]it

I

PI1

1> =

-

=

) - J . ~

-

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-

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: l l t . ~

=

+0-

PI'6

-

-

~ Z ~

-

-

-

-

-

) . . ; ~

-

-

t ~

-

f\

-

-

-

-

d - t ; . ~

-

-

-

SC LE OF STRENGTH

LEGEND

1

hin

Wall

Tube

- Piston Sample

Depth

Time


Date

Meizer Sample

1m

- Rock Cored

- Wash Boring

Non-Cohesive Soil

-

(N) 0 4 10 10 ,0

D

. Undisturbed Sample

I I I I I

- Disturbed Sample

-

~

VL L MO 0 VO

- Standard Penetration Test

CL

- Cored Length

__ - - -

Note

S

( S o f t ) ~ ) :

S,

(.I'll}}):

/I Hord):

I.

1.oos,,): IJ (/) os ( j \ ~ e /

-

-

-

tn

7/23/2019 BHN 83-08

5/5

_ _

- -

-

-

- -

--

-

- -

WL

- Water Level

:GEOLAB M) SDN BHD

Reg.

No..2J035J-V

ENGINEERING LOG

Foundation, Soil & Concrete Specialists

Te.,t Method: BS5930 1999)

l

}

Coordinate E Reduced Level:

-

Project:


Type

of

Boring

Boring Diameter:

R W ~

3 i h ~

Depth Sample

Depth

OJ)

0

(metre) Reference (metre)

....l

:J.lUb::

-

-

-

-

~

-

. I T ~

-

b.2.\

=

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

=

-

-

-

-

-

-

=

-

-

-

-

-

-

-

-

-

=

-

-

-

-

-

-

-

-

-

-

-

=

-

-

- -

-

-

-

-

-

=

-

-

-

-

-

- -

-

-

- -

-

- -

-

-

-

-

-

=

= =

= =

-

-

-

-

-

=

-

-

-

=

N:

Soil Description

&

Lithology

l ~ l 2 .

\rt"c: MIn N d d ~ h

~ W

i\ \iY\ , ,

\\9ht

~ Q . \ \ D W ~ o \ \ \ e J .

~ \ ~

S ~ I > .

END

or

e , D ~ L e . l5l= ~

o

if

~ ~ r : r 1

If

;l.

.

~ M

Borehole No. :

Btt N ' '5 O ~

Sheet

g-

of

5

-

- -

Job No ..

Date Started

13/'ifI 2oIS

Date Completed.

if-

C(

J : 1 i ~


------r-r-

75 75 75 75

-

75 75

r

I N

Remarks

mm mm mm mm mm mm

I

I

LEGEND

- Thin Wall Tube

Piston Sample

- Meizer

Sample

Split

Spoon Sample

Rock

Cored

.

Wash Boring

UD

.

Undisturbed Sample

D

- Disturbed Sample

P


CL

Cored Length

TCR

Total

Cored

Recovery

RQD

Rock

Quality

Designation

V

- Vane Shear Test

Pm

-

Permeability Test

Pr

-

Pressuremeter

Test

SCALE

OF

STRENGTH

WATER OBSERVATION

1-

-r

--- .- .

-,

- iCohesive Soil

8 15

Depth Casing WL (N) L _--'.1 - 1

l._

4

__: ::: 1

ime

1m) 1m) 1m)

Dale

vs S F

St

VSt H

Non Cohesive Soil

4

10 ID

1

1 1 1 1

N)

1-----11----- --

-- ----

-1-----1

VL L

MD

D VO

Note S (.Vof/):

~ . \ t i f J : fI

flard): I.

(1_00. .1:

l (OeO. ( )

~

t--.-- -

-

- 1C l 0 : : l 5 1 .

V

/ e:Ltt--..

Documents

BHN 83-08