Free Essay

Civil Engineering

In:

Submitted By ak1994
Words 6367
Pages 26
HANDALAN

21,

"r.u*n,"o.oN.

BHD. (r

FOUNDATION/SOIL ENCINEERINC CONTRACTOR

Jale 2/128, Ilappy carden

73100)
Telr 03-783696:1, 7836709

Email: n8@rd.ilrine.mv

PROPOSED PETRONAS SERVICE STATION AT LOT 821, 822 AND
PART OF LOT 317, MUKIM CHENG, MELAKA TENGAH, LEBUH AMJ

REPORT OF SOIL INVESTIGATION
AND
LABORATORY TESTING

NOVEMBER 2011
HMIJO48I11

1020, Bulatan Sulian Mansor, Jalan Ketanran, 20050 Kuata Tcr€ngganu.

Tel: A9-6232099 Fax: 09-6229905

Nlrprlr&o

AUTHENTICATION OF TIIE FACTUAL REPORT

PROJECT : PETRONAS SERVICE STATION AT LOT
821,822 AND PART OF LOT 317, MUKIM CHENG,
MELAKA TENGAH, LEBUH AMJ
I, do hereby cer1ifu that all items repofted in this report are factual and all works reported herein were carried out in accordance with these specification and BS 5930 : 1981, BS i377 : 1990, other code specified and good engineering practice.

#a;'Q
I,EAK

{rj

rr

tt)

CO NTENT

A.

REPORT

B.

BOREHOLE LOG

C.

S.P.T GRAPHS WITH SOIL LEGEND

D.

MACKINTOSH PROBE TEST

E-

SUMMARY OF LABORATORY TESTS RESULTS

F-

PHOTOGRAPHS OF BOREHOLES

G.

SITE PLAN

REPORT

E{ANffiA{,AI{

ENTERPRIStr SDN. BIID. oloo r)
F O UNDATION / S OIL ENGINEERING'OFTNACTON
Tet:01-79816963

21,

Jllan

2/128, Happy carden, OffJatan

03 '1983 67A9

Kuctui Lana,58200 Kudr Luhpur

Fd:01-7981 4558

PROPOSED PE'fRONAS SERI/ICE STATION AT I,OT
82],822 AND PART OF LO'|.J17,

CHENG, MELAKA TENGAH, LEBUH AMJ

I.

INTRODUCTION

l l rbis repod describes
821. 822 And part

l-2

MI/K]M

soil Investication works fo. proposed petronas service starion At
Lor
317, Mukim Cheng, Melaka Tengah, Lebuh AMJ

dre resLrLrs ofrhe

Oflor

The purpose ofrhis invesrigation is to obtain gcorechnical engineering i'fbrmalio. underrying the sire so as ro provide criieria and data in the desigr,evaluation and subsequeni consiruclion of the proposed slructurat

1.3 Altogetherthree

a3) nos ofBoreholeq fifteen (15) nos ofMackintosh probe Test were conducred at
^n,r
ihe proposed site_The dcep borehole were advanced by means ofRotary Wash Boring Macbine yWE
D90R

I-4

The investigation was carried on insrruction given fonr

PE'|RONAS DAGANGAN AERHAD

1.5

2.

Tlre fietd rvor* staded on 02/11/n and was compleied or 05/11/i

1

SCOPE O[.WORI(

2.1 To explo.c

rhe subsoil

conditio

s as rhe

proposed devetopmenrsite by three (3) nos exptorarory Borehotes

ard fiftoen ( l5) nos ofMackjntosh protre .l!sr.

2..)

I

o

ca-f

o,.r S!3nd1|d tenerrdl:or, te_r

2.3 To oblain disturbed
2-4 To

measurc ground

and undisturbed samples.

wate.levetjn borehotes during period ofinvesrisarion

1020, BulataD Sulran Mansor, Jalan Kelantan, 20050 Kuala
Terengganu

. Tel: 09_6232099 Fnx, 09_6229g0s

E{ANMALAN

ENTERPRISE SDN. BHD.

FOUNDATION./

S OIL

frroo-rr

ENGINEEMNG CON.NA=VrO

N

Tel:03'7983 696:

21,Jllan2/128, qappy cardenj Off&lan Kucltli Lana, s8200 (uala Lumpul

],
J-]

[axi

a3-7983 670:
03-7981 456i

FI]ILD EXPLORATION
BORING
Field explorarion was caried out using muhi-speed rotary wash boring,ywE
Dg0R.These borehore were drired bv local trained drillers under direct supervision ofour technician according to insrruction and specltcarion given. casing NW was used to prevent ihe collapse ofthe borehotes $,afis.These borchotes were washed by circutarinq watd and undisrlrbed samples were collected for visuat examination.

3.2 STANDARD PENETRATTON TEST slandard Penetmrion Tesi insiructed bJr s

o

(spr)

were ca.ried oLrt at t.5m inieryals in bofi cohesive and non_cohesive soits as

a split spoon sanpler of50mm

o.D wa5 drived inio the soirs bv a 65kg operated auromaticaty.
The weighr was dropped ftom a 760nrm for a sufficient nunber oftimes ro secure the des;red 450mm sampter penehation or a maximum of50 blows.The number ofblows for ihe r50nm were recorded as a searing vahre and tle following 300mm penetration were recorded as rhe N.varuc.E.ch sampre obrained fiorn rhe sanpler

$r" eraniled

p1a

ct,s.ifieo

tl

ir

rhe fierd

o rr re.hni, ia.r

Standard Pen€rmlion Test resuhs are shown in rbe borirg log.

4,0 GROUND WATEIT LEVEI. MEASUREMENT
The water level in each bo.eholes was taken while drilling was iD progress at the fo|owine nmes:

a)
b)

Befo.e works conlnenced nr rhe nro.nins
After rvork finhhed in tlre evening,but before water (ifany) was adde.l !o boreholes ro stabitise ir

The dcpth oflhe borcholes and the casing (if any) were atso reconl€d. 1020, Bulatan Sulian Mansor, Jalan Kelantan, 20050 Kuaia
Terengganu. Tel: 09-6232099 Fax: 09_6229905

ffiAIq&A{-,AN

ENTEBPRISII SDN. BHD.
FoUNDATIoN / Sott

orroo-r;

nwetltstunMn
Te1:

21, Jahn 2/128, Happy

5.0 MACKINTOSH

car.l.n, OffJalm Kuchri Laqa,58200 Kxrla Lumpur.

03 7983 6963

03 7983 6709
Fax:03-7981 4568

PROBE TEST

The mackintosh probe consisted ofa caqe bardened steel pointer of25mm diamerer and a cone,havjng an apex anger of60 degrces which was fix€d on10 rhe end ofrhe srrinS 0fpenetration rods.The penerration rods afe l2rnm in diamerer and 1.2 in lenglh,they are connected bycoupling.The resistaDce ro penetration was measure Uy 4.5kg hanmcr wejght was dropped 6'om a heights of28cn along a guided rod_rn operation,rhe penerrarion resisrance was recorded as the number ofbtows required ro cause
0_3m pe.etration.

s.o a[ Mackinrosh probe were tenninaled when maximum penetration depth of t5n whichever is achieved fi.st. As specificd bv

the resistance is 400 blows pe.0.3m or a

6.0 LABORATORY TESTING
The following labomtory test were caried out on selected samples at va.iorr peDetmtion.
a)

Moisture Content

b)

Atterberg Limii

c)

P:rticle Size Distribution

d)

tru Triaxial

")
0

Chemicai Tesrs

Compression Tests
Unconfi ned Compression Tests

1020, Bulatan Sultan Mansot Jalan Kelantau,
20050 Kuala Terengganu. Te I: 09-6232099
Fax: 09-6229905

BOREHOLE LOG

MTfFRO/IW/o2102
ROJECT:

PSS

At Lor 82l,822 And Pafi olLot I l?, Mukinr Chers, MelakaTensah. Lebuh AMI
HM/J048n I

B.reh.leNd: sl"e' \o

Suenaor:

BH-l

'

1

llDr ofD.i,l

:

Dale:

Ywu Do0R

K

b.om, verysilry GRAVELS

tt

P2

rui,lio

!l

?ll!!

,,t*t

Very dense, reddih brown, silty CRAVELS with

Very

deDse,

-"1*"

Vory donse, dddishbrorvn, silty CRAVELS

lr::
Vc$, donsc.

'cddislr

brown.

!1

;l;

End of Bo.ehole ai deDth

04l1ll

Tnre

r

,0t

siltySAND

PL

Dar

."t

r€ddishbrown. very silty GRAVELS

e!

9 l3su

wL I qcpih l;NwfB-"h" 1245anr L60n

9.00m 9.135m

t:ffsiile D*c

r7 /

r0/1003

r:

l/l l-02ll l/ll

:Ir-

Toosoil. mednrm brown. sand! CLAY

Loose, mediun

Lau

01n

::t*

pss Ar Lor 82 r 822 And pa.t
,
ot

PROIECT:

L"il

'it"k;

ch"GI;;;iG;Efii;MJ l\Mt!048t iunerui\o.. Lru K F
Dale r
03/l 1/11

Top

\

L

, med'Lnr

hrowr. s:ndv CLAY

Soft,lightbrown, very sardt SILT
E]

;

Verystifl reldish broM, sand! StLT

el
Hard. reddisl brown, stightty sandy SILT

!L

11
I.lard, nednm browr, sandy StL

I

:!

l!

wnh sonc gravels

I!

!a

vcrydensc, hediuo broM, vcry siliy CRAVI]LS

t!
Hard, nredium brow., sandy StLT

^oD

- R{roliirDsacL6q{%}

Iiil

ct vc Date I

l2l l0/

2003

2:

t!

:!

I

MT/T/PRO/FWo2/02
PSS Ar Lor

BoreholcNo.:

82t.822

An@
HM/J048/t I

tsH-2

End orBorehole

ardeottr: l2 O5,n

I

80rr

l2.00nr

12 osm

!![E!

F-i:l

-"

Ed,-

E*"
16;;-l
ro\=

ro

roslh

D4 !^dhi

rq"r

Et'*'
Efective

Dare :

i2 / t0 / 2oo.l

PROJECT:

P s A,. o, P/..82-

\;l t;;;ri;i:-Ti

i; llM/Jo43/l BH3
2

Ltpe

ofDrill

:

YWE D90R

Iop soil, tuddfum brown. sandv CLAV

Soft, ncdnrm broqr. slightty sandy StLT

!1

I?
Hard, nredium brown,sandy StLT

!1

!q

tf

Ilard, rcddish brotrn, sandy SM'

P!

lrl

t0

!j

?:

!

:q

!!

Hard. reddhh brown, sandy SILT with somegravets

21

2! :q

,.t""",
Efi'ecnvc

Dar . 12l t0/2001

:!

l

PSS Ar

srrecrNo

2

Lo1821,822

BH,3
.r

MT/l:ERO/FW /O2tO2

A@

HM/r048/rl

T ;;

:!!glvisor:

Lau K F

xllnxhrl)rl

-",t--t"-t-^t^..t"-t

el lllro

Datc

Ti.; -

t!

w,1_

02lt li

lt

I l Ellodive Dale: t2 /

tO12003

lott

lro

ll

it

S.P.T GRAPHS WITH SOIL LEGEND

R

",-,1

e
-

Pao;

i;;;

o

iffi

lr.J

I nJ ^g

00 >_-/

:.o
.a

I

H
$

a ul I ulI x3 ro ?o

?

Jo

z

e
2
Q

F

I

t!
J
clB
=

o: Eg m z

o

:

z

MACKINTOSH PROBE TEST

csSltr-ottzt, tzz

MT/F/t,lto/FW/02,05

ena@

AMJ
HM/J048/l

P

MP3

190

r.90

l)4/\)./n

0.3 - 0_6

40

_?l
12

50
'7'1

1.2

- L5

,.

1.5

-r8

62

2l

I/lI

q8_

48

48

63

53

8l
74

2.4,2.7

132

104

3.0 - 3.u

2t3

2t3

1.9

400

2.7-ir
3.6

l07
I48

400

3.9 - 4.2
4_5 -

4.8

4.8,5l
5.1 - 5.4

5.7 6.0

6.6 - 6.9
7.2.

7.2 - 7.5

8.4
8.7

8.4

8.7,9.0

9.3-96
9.9 0.2 - 05
0.5 - 0.8

tt

I l-

1.4

1.4

t.7

2.0 - 12.3
2.3 - 12.6

2.9

2.6

?.9 - 177
1.5

- t3

R

3.8 -14.1 t4. r
14.7

- 15.0

inal DeDrh

ksuo I

:l8t0

3.570

:1.540

K];
Rev.No :0

Effecrile DaG

otl06

/ 2005

r

PSSAtLot62l,%

MT/F/P RO/Fw/02/05

HM/J048/I

MP4

WLergr_ltL

I

t90

o-"i;:

04/ltAt

(n)
0.0 0.:l
0.3 -0 6

0.,
0.9, r.2

t.: t:

28
22
27

12

- !J_
4A

2.4

2.4 -2.7
2,7 -3.A
1.0 1.3
1.3 -:t 6

7t

56

94
142

l3r
244

140

ztI

400

iii

31

5a
19
82

lti

22

39

L5 - 1.8
21

l6
17

400

400

3.6,3.9
:r9 -

{?-

4_5

4.8

4.8 - 5.1
J.l - 5.4

5.4 -5.1
5.1 -60

6.0,6.1
6.3 - 5.6
6.6 6.9

I[1]IlI 1iII

'1.2

el ll llil il 1.2 - 1.5

I

lftffill

7.8 - 8.1
8.1 - 8.4

8.4-t7
8.7-90
9.0 - 9.1
9.3

-9

9.6

6

9.9

9.9 - 14.2

- t0.5
- 10.8 to.l - l].r
10.2

t-

10.5

l - 11.4
U.4 - t|.1
1t.7 - 12.0

lrl

-- t2.3

_r?!j- 12.6
12

6-

t2.9
137

l:t

5

13.8

t4

zs' l2 3.5

i

t.8
4.i

I

l

I

t4.4- t4.7
14.7

5.0

).250

IttLLLu

2.840
Eilecdve Dae: l]l

/06/200i

lof

I

l

.:nr

tcroz..Sz

MT/F/PRO/FW/02/05

n@

r-tM/Jo48/ll l\tP 1

MP9
r.80

a41r^

I

05/t

l9
0.6 - 0.9

0.9- t2

1.2 r.5

t9

ll lti ?4

1.5, i.8
1.8

,

2.1

2.4 - 2.7

Il

r

t4

22

t/l

17

21

t4

u

24

21

4l

t9

400

400

00

2.514

2.610

2 640

4t

2.7 -3.0

t.0,3.3
3.3 - 3.6

3.9-4'
4) - 4_5

6.0 6.3
6.3 - 6.6
6.6 - 69

1.) - 1.5
7.5

- /.8

7.8 - 8.1

8.1- 8.4
8_4

- 8.7
9.0
9.3

9.3

9.6 - 9.9

0.5 - 10.6
0.8 - Il_l

2.9 - 13.2
3.5 - ]].8
3.8 -t4.1

t4.l,14,4 t1.4- t4.t
14.7

- 15.0

Final Depth fm)

ksE I I

ruKF
Rev.No :O

Eilecrive Dare

:

0i /06/2005

I

ofl

I

MT/F/PRO/Fw/(]2/O

HM4048/t1
MP IO

YlLsrel(lll,

Ml lt

,.q

-:_ t/r
05/l

r

MP

o5n11tt

l-s0

R/Level (m)

05/l t/t

0i)
0_0 - 0.3

22

0.3 - 0.6

t0

16

2i

l4
0_9

28

23
1.5

37

l8

40

4t
2.t -2.4
2.4 - 2.7

!!
49
41
48

l6

.92
1rr8

., q8_
_!3
140

68
400

261

400

:t.0 - 3.1

l.l-36

J.6 - 3_9
3.9 - 4-2

42,45
,1,5 - 4.3

4.8 - 5

5.r -

J

5..1

..4LJ
5.7 - 6.0
6.0 - 6..1

5.) - 6.6
5.6 -

-

d9

92:72
'1.2
7.5

7.5 . 1.8
8.1

8.t

8.4

E.4-N 7

8-7-90
9.0 -

r.l

9.3 96
0.2

a)

Ll

0.lJ
1.1

ltltll+11

- 0.5

-

1.4

1.7

l1-

2.0

2.0

2,3

2.6 - 29
2.9 - 1.2

1213.5

!-

1.5

t.8

l3Jl t4. t

t4.4

\47

4.7
5.0

FinrjDeDlh

2_900

2.660

tt

|

2.870

operator::
Elfictr\E

nirr 0t

un / 20115

lofl

Laili

F

12

l

MT/F/PRO/FW /42/a

PSSAtLOL82I,822@

rllvyJ048/ll

---ffi]i-_+
-!8!
05/iln

0.3

MP I5
t.9o

I

05/11/r

89

28

0.3

t,

0.9

28

2.1

,)

2.1

4

52

6l
:13

83
89

8

89

400
1.0

l8
41

25

62

IR

26

2l

4l

1.2

t/n

i

92

lr0

4q_

3.1

247

400-

_- !.6

3.9

t.9

4_2

4.2 - 4.5
4.5 - 4.8
4.8 - 5.1
5.1 -54

57

6.0

6l-b6
6.9

6.9',1.2
7.2

-7

5

8.1

8l

8.4
8.7

8.4

8.1 9.0
9.0 - 9.1
9.3

,9.6

9.6 - 9-9
9.9 10,
10.5

,

I

I

l0I lr r
2.0

l-

t2.0

21
2.6

L

l

12.3

10.8,

Il.r

-

I

.4

I1.4 - 11.7

|.1

I

r24: ?2

129tl.2 -

3.2
3.5

_-tu_-Lt,q
13.8

-t4.I

14l
I

5.0

_.-_=-.ks8c

I

2.580

F

| |

3.260

operatoi:
IiffecrivoDarer0t /06/2005

I of

I

IiKi:-

SUMMARY OF LABORATORY TESTS RESULTS

P-Pl::
L->

o
Fq

2

F{

a o rc

&

frl a g

z

H

F

o f'l .9
F

g
-a

3

:-91:

bi

g

-:

i !-

E E."

5

E

-l

a

!>>

5-i

..; b& lid

Av
EIA
q z l-l a a9 rna (.) n xfrl aii FI

zgl

F{ a; !'l :l
F
itl
ME
rn
'..

i o s

6l

a)

9
F

q

a

MASTER TESTING SERVICES SDN. BHD. ./-- ---\ a.b t

H".{

PAITTICLE SIZD DISTRIBU!'ION
Prqecl: PSSAILotS2l

322 and

partofLol317, t1!ktm che.g, Metaka Tengah.
Leblh A[4J.

Deplh: sH No.:

BH

gm

1.50-1.95 m

'1

BH

20.c

No.:

BH

I

DeFIlr:

100.00

112"

100 00

314"

10 0

1.43

3/16'

5.0

6.74

13.48

33.66

2134

r00.00

2.36
62.32

20
118

962

142

19.24

30.76

13 30

42 5a

3.02
2.92

3.95
3.56

6.04

36.54

3.00
2.44

3.02

23 60
35.42

4.64

4.46

30.73

2.03

15 39

22.14
1T.9A

8.9s
100.00

1

35

1 0080

2

1.0070

178.50

1.3

0.0551

182 50

63
53

0.4242

136.50
3

23.73
2A_47

5.5

30

1.0040

124

1.0030

35

198.50

1.0020

2.5

202.50

1.3

1,0010

1.5

206 50

03

194 50

3.3
2.3

SILT
Waler TemperJiure. 25.C

22

0 0105

10 73

0.0053
a.0a2J

423
0.97

SAND

235

SILT

wale

lempe arlr€ 25.c

SAND
24.6

100

+ffI

_111t

tIl ull 80
70
_s

ffi j,lt_l 60
50

40

llt_t

+u

20

]]r il 10

-tT

0

0 100

*aH1Pl01

300-3.45

(assumed) Dare : 11/11/11 sample: P2lD2

--+-BH1P2D2

RVICES SDN.

MASTER TESTING SERVICES SDN. BHD.
PARTICLE SIZO DISTRIBU'I'ION
Projecl

c-.---@M

PSS Al Lot 321,822 and pa.t of Lot 317, Mukim Cheng, MeLaka Tenqah, Leblh AMJ.

:
50 gm
DeFlh: 450462 specitccravtry: 2.60 (Assumed) Da\e : 11t11j11
BH No.: BH 1 sampt€: P3/D3
Wt-oiDrySoi

m

BH

No,:

BH

1

100-00

1t2'

100.00

3/3
3/16',

'100.00

50

3.33
10 2A

118

20 56

3.32

32.36

16 66

72
62.74

305

1.52

3.19

638

1.12

2.24
2.20

1.10

41.84

s.26
3.52

32.50
29.06

6.86

1.52

26.42

39.02

2.82
3.43

2.43

?1.16

32.16

1.62

17.92

3216

3.5

1

't.0075

2

173.50

3.0

130.50

6.3

134.50

1.0065 a 1.0055

30

1 0020

2.5

23.73
22.10

53

0.0392
0.0230
0.0200

3.3

0.010s

:02.50

1.5

0.0551

r38.50

1.0040

6.0
4.5
3.5

18.85

206.50

124

194.50

15.60

2.3

423
S]LT

SILT

SAND

17.9

%
33.6

"/"

WalerTemperalu.e: 25.C

2.2

30

60

30.6

Water Temperai!re: 25'C

lll
11

I]1

90

.9

S6

21.4A

50

30

ltl

u tl ltl u il1
-fl

+
I

T

0.100

*Bl.l1P3D3 ---4-

SH 1P4D4

VICtrS SDN. BHD.

MASTER TESTING SERVICES SDN, BHD.

/---

PARTICLE SIZE DISTRIBUTION

Poect :PSSAtLotS2i

I

Job No.
M tS/J513/11
Wl. ofOry Soil,

gm:
:

SpeciiicGravity
BH

No.:

322 and

50
BH

1

(Asslmed) Dale

j 7.50,7.60
: 11ljlnj

oeFlh:
(Assumed

Sampter ps/Ds

20.0

1t2
3/8

_\ I

partofLot 3lT t/ukim Cheng, Metaka Tengah LebuhAN,J.

Depth

2.60

--

(e+r:'"+) I

BH1

)

oale

:

9.135 d

s.oo
11/11/t1

sampre: P6/D5

100.00

14.0

3.30

20

14.22

1.13

7.12

91.70

83.32
63.33
49.33
35.14

5.49

11.78

79.92

5.34

10.76

2S.36

16.13

1.S3

53.40
10.70

37.34

3.96
7.16

29.52

3.5A

2.30

5.60

i.9a
4.52
2.A9

10.28

100.00

1

2
3

124

SILT
Water Tem pera(urer 25.C

SAND

101

53.1

SLLT

16I

366

SAND
42.4

1

//

t

,/.,
!30
20

o

*BHl

P5D5 -&-BH1P6U6

loo
Particle Size

i.ooo

{frn)

NlASTIR

NG

VICES SDN, 8HD.

7

-.rr_---

i

MASTER TESTING SERVICES SDN. BHD.
PAR IICLE SIZE DIST'RTBUTION

Protecr: PSS AI Lot 32t,622 and pan ofLot 317,

50 gm
BH

2.60 (Assumed)

No.:

BH 2

N4ukim

Depih:
Date :

che4.

Metaka T€nqah Lebuh AMJ.

t.5O-1.9S

m

11t11111

sanpte: p,1/D1

BH

No,:

BH 2

100.00

100.00
100.00
100.00

112

3/8'

10.0

3116"

5.0
2.0

0.92

1.8.4

90.10
43.26

3.16

0.50
0.39

1.13

1.00

a7.26

422

0.74

6.32

1.35
1.19

0.52

233

1.04

83.52

42.13

0.a2

1.64

T3 AA

3-1a

6.36

3.26

6.52

32.27

64.54

50.00

100.00

4.15
3.46

6.92

50 00

100 00

1

I

0160

16.5

153

2

1.0155

16.0

14.4

1.0150

15 5

1.01.15

15.0

30

10120

12.5

120

11.0

:5'C

46.,17

0.00s6

132 50

23.9

)90

16.0

148.50

14.8

1.0 150

15 5

14.3

0.0356
0 0253

1.0

14.5

150.50
154.50

133

0.0141

1.0 130

13.5

150.50

12.3

0 0095

39 S7

1.0 t10

11.5

10

10.5

114.5A

93

0 0025

ia

3.3

a.aa14

26.91

slLr

SAND

0.0025

36.73
31,85
26.97

6.3
SILT

0 0015

2A 47

9.3

131

0.00

44.45

13.3
11.3

71.06

153

4810

8.3

95
1.5

1.0

0.0356
0 0253

1s2.50
162.50
163.50

a2 54 a0 16

055

1.3A

a

PM

SAND
%
12.7

203

353

100
90

il

80

]I ll fr

.5

''/

50

30

1

2A

10
0

@erbr

--o-e*ezo:l

MASl'I!R

RVICES SDN.

23

MASTER TESTING SERVICES SDN. BIID.
PARTICLE SIZE DISTRIBU'TtON

Ptujec(:

PSS At Lor a21,322

Wl.of Ory Soit,
Speciticcravty:
BH No.: BH 2

50
2.ao

!.d

pad of Loi 317,,tlkifi cheng,
Me aka Tengah, Lebuh AMJ

sm

Deplh

i

4

50,4.s5

(Assumed) oare :
11/1jlt I sampte: P3/D3

em

m

BH

No.r

BH 2

200
112'

100.00

100.00

3/3'

100.00

3/16"

12.24

2.0

2.12

1.10

066

30 66

83 56
1.32

10.62

42.24

428

4.72

2124
356
430

1.63

12A

256

67.36

39.20

1.52

3.04

36.16

3.S6

5.12

3.23
33.68

79 04

50.36

21.O0

264
67.36
0.00

0.00

0 (mm)
1

1.0165

2

1.0160
1.0155

a

144.50

15.8

13.3

0.01a0

51.35
49.73
48.10
44.a5

1.0045

13.3

1S2 50

0.0094

3.3

43.23

1.0040

194 50

33

0.0105

36.73

1.0030
'1.0020

3.5
2.5

198.50

2.3

0.0053

202.5A

13

J.0010

1.5

206.50

0.3
SILT

16.5
16.0
15 0

0.0496
0.0353

143.50
152.50

30

1.01,10

115

124

1.0120

12_5

162 50

,ts0

lt.3

1.0110

11.5

166.50

10.3

0 0024

33

0 0014

S]LT

1.0060

65
6,0
5.5

136.50
148.50
190.50

53

0.0564

4.8
4.3

0.0265

SAND

1.0090

9.5

Wa er iemperrlure 25.C

%

30.7

36.7

26.97
%

142

2.2

6

MASTER

%
24.A

17.23
15.60
12.35

,.4 23
0 0016

SAND
%

32.1

MASTER TESTING SERVICES SDN. BHD.
PARTICLE SIZE DISTRIBUTION

Prcjectr PssAlLot321,322andpa.1ofLot31? Mukim cheig
Wtof DrySoil

:

50

SpecincGravity: 2.60
BH

No.: BH

Deplh

9m

:

S.00

Metaka Tensah. Lebuh aMJ.

9.03

PN

m

(Ass!fred)

2

%
100.00
112"

100.00

3/6"

10.0

3/16

5.0
2.0

6.62

13.24

36 76

3.04

6.08

80.6a

1.18

2.1n

2.94

66.36

100.00

3.26
1-75
5T.28
1.90
53 49

1

1.4125

2

1.0120

12.5

1.0'115

12.0

3

1.0110

30

1.0095

120

11.A

13.0

1.0050

0.00

1.0030

162.50

11.3

0.0523
4.o372

115

166.50

10.3

0.0133

10 0

172.5A

8.8

3.5
2.0

190.50
198.50
244.50

o (om)
38.35

:673
35.10

2.3

0.0099

28.60

0.0052

13.97

o_a027
0 0016

SILT

SILT
%

water Temperat! re: 25.c

21.2

193

wa ter Temperature:

%

25.c

100

l

T

80
TO

I

60

+

30

+
+
+

v
0

MASTER T

RVICtrS SDN RI{D.

MASTER TESTING SERVICES SDN. BHD.
PARTICLD SIZtr DISTRIBUTION

P@jecl: PSSArLotS2l,S22andpanofLol3lT,Mukimcheng

50 gm
Depllr:
60 (Assumed) oate :

2

BH

No.:

S.Sieve

BH 3

No.

(nrm)
3/4"

€5

Tenoah LebuhAllrJ.

ml,,*l

m

11t11111

sanp e: P1lD.1

BH

No.:

BH 3

Wr ofSoil lneratn"a 2A.O

1/2'
3/3"
3/16

1.50-t

Lrtelaka

100,00
10.0

100 00

100.00

100.00

99.60
2.0

0.92

'1.13

97 76

378

1.06

2.12

94.53

1.97

4600

i.06

96.70

2.35

5.r8

72.62

63 38

1.26

143

1.63

65.74

4.34
23 03

56.16

50.00

1

1.0205

21A

128.5A

t9 a

0.0463

64.35

-1.olr-

2

1.0200

20.5

130.50

12.5

19.3

62.73

1.01'15

12.0

1€.8

0.0333
0.0233

61.10

l3

1.0110
1.0105

11.5

0 0169

1.0095

r0

1.0195
3

200

132.50

19.5

30

175

142.5A

16.3

52.97

'12 3

39.97

35

30.23

16C 50

0.0526
0.0374
0.c266

10.3

10 5

9.3

0

S]LT

172 44

174.50
132.50

0.0139
0.0050

10.3

2X 13

vvarer emperalurer25"C

28.60

6.3

SLT

%
1A.7

83

17.23

Dispe6arl Co.rection14

32.1

36.73

35.10
33.47
31.85

6.5

11.5

warcrremperarure;-s-

11.3
10.3

163.50

153.50

L0130
1.0110

3

162.50

14.8

SAND

222

90
30

u
I

60
50

,

n
1
.1

30
2A
10

I
1

0

MASTER TESTI

ICES SDN. BHD.

MASTBRTESTING SERVICES SDN. BIID. zi--".^\
PARTICLD SIZE DISTRIBUTION
\-

I e9
_i-z ,,:^.

Projecl: PSs Al

Lo(

321,822 and pad oiLor 317, [iuk]m chen!, tvtetaka Tenoah LebuhAMJ

50 gm
Depth :
60 (Asslhed) Dale :

2

BH

No,:

BH 3

4.50 4.S5 m
11t1jt11

50

sa6pto: P3/D3

314

BH

No.:

9m

BH 3

100.00

1/2'
3/3"
3t16.

5.0

4.46

2.A

6.50

91.54

347

13.00

73.54

5.18

1.13

87.A6

7510
1.23

72.90 eT.20 2.a5

100

71.56

140

2.80

2.92
2.6a
62.46

3123

61.43

5.36

1.94

0.00

52.24

2612

52.24

50 00

1

1

0130

'13.5

1_4125

13.0

123
113

0.0520

2

12.5

1t 3

0 0203

36.73

10 3

a_01a7

3510

1.0110
1.0095
1 0060

10.0

172.sA

3a

0 0099

33.47
23 60

6.5

5.3

0 005'l

1T.23

1.0030

3.5

186.s0
193.50
206.50

3

153.50

1.0115

39.S7
33.35

115
0090
1.0070
1

48A

166 50

14.3

0.0097

33.47

!.5

174,50
'132.50

€3

0 0050

26 97

6.3

0.0025

S]LT

124

1.0130
1.4124

13.5

153 50

12.3

13.0

160.50

11.3

0 0370

12.5

162.50

'11.3

0.0263
0.0183

SAND

7.5

15

SAND

481

3.6

253

100

s0

l

I

30

l1

T

'6

tl
1

I
30
20
10

36.73

%

1S6

TO

38.35

23
SILT

%

39.97

T

u
I

il

0

MASTER TIIS

CES SDN.

224

i
I

MASTER TESTING SERVICES SDN, BHD.
('++""".J171
PARTICLE SIZE DIS']'RIBUTION
Projecrr pSS At Lor 921,322 a.d panoiLol317,Ir4ukinr
Cheng Metaka lenoah. Leblh AMJ.

50 gfr
Br

No.:

BH 3

Deplh

9.oo

g.oa

m

11111t11

sanpta: p6/D6

112"

3/3"

I

2.60 (Assueed) oare :

BH

No.:

BH 3

100.00
10.0

5.83

I1.66

503

2.O

114

333
376

48.34

7.76

92.24

T.52

84.72

7.36

78.13
7.2A

604

5.30

10.78

60.20

3.63

2.66

5.32
5.26

54.83

160

49 62

3.20

3.2s

3.43
6.50

2.63

35.23

35
50.00

2A

51 86
45.36

3.36

0.00

24.75

0.00

100.00
%

1

,an

182.50

2

5.3

I

1.0055

30

6.5
6.0

1€6 50

183.50

5.3

0 0232

17.23

1.0030

8.5

.1.0

196 50

2A

480

1.0020

2.5

242.50

1.3

0.0104
0.0053

1 0075

3.0

4.0027

1.0065

SILT

130.50
134.50

1_4025

3.0

194.50
200.50

2.4

9.10
4.23

1.5

33.0

GRAVEi
42.9

25 35
23.13

4.027a

68

0.0196
0.0102

22.14

0.0053
o.aa21

10.13

5.8
3.3
1.8

08

stLf

%

22

33
7.3

1.0015

1_0035

rempeEru6-6"c=

174 50

15.60

4.4

55

120

warer

1 0090

13.35

39

100
90
30
7A

.E
50

30
20
10

MASTER TEST

37.6

13 85

_.5.45

26A

MASTERTESTING SERVICES SDN.BIID.

UU TRIAXIAL COMPRESSION TEST

Project

pSS At Loi

e2j, I22 and pan ol lat 317 Mlkim Cheng, Melaka Tengah,

i;;

No. : BH2IUD1
m. | 2.AO 2.SA
Date Tested : 12l11l11 rested by : En.Azman
68 95 kNh, C = 103.42
Sample
Deplh,

i
Stift, reddish brown, ctayey silr with some sand.
SPECIMEN CELL PRESSURF >>>
A = 34-47 kN/m?

Descripiion

B

=

STRESS
0

0.0

0.0

11.34

0

0.0000

0.000

.+0

4.4

0.5

11.40

55

0.0409

STRESS

35.890

0

0.0000

STRESS

0.000

0.0409

kN/m,

35.890
62.313

80

0.8

1.1

1

1.46

85

0.0632

55.173

124

96

0.o714

1.2

1.6

11.52

110

0.0818

71.O20

130

160

0.0967

1.6

11.58

140

4.1a41

89.S06

165

240

o.1227

2.4

105.967

3.2

11.71

196

0.1458

124.515

231

324

4.1718

146.750

3.2

4.2

11.84

230

0.1711

'144.526

400

290

o.2157

4.4

182.229

5.3

1

l.97

25A

0 1860 155.368

320

480

0.2380

4.8

198.871

6.3

12.10

260

0.1934

560

o.2492

5.6

205.A79

12.24

265

4.1971 161.030

640

345

0.2566

6-4

'12.38

209.643

8.4

270

0.2009

355

4.2a41

213.268

o.2075 165.684

360

0.2678

213.786

362

0.2693

0.000

83.933

2.1

0.0000

212.474

159.787

162.204

720

7.2

9.5

12.53

800

8.0

10.5

12.67

290

4.2151

17A.214

880

8.8

1r.6

12.83

295

0.2195

171_112

960

9.6

12.6

400

12.9A

296

0.2202

169.648

1040

10.4

13.7

13.14

296

4.2202

167.604

14.7

13.30

296

o.22A2

165.560

112A

11.2

12DO

12.O

15.8

1280

12.A

16.8

1360

13.6

17.9

1440

14.4

18.9

1520

15.2

2A.A

Apparent

Cohesion ,

kN/m2

232.119

o.3124

232.A16

423

o.3117

230.752

425

0.3162

228.908

428

14.18

232.154

0.3087

420

13.99

232.119

0.3050

415

13.81

0.3013

410

13.64

232.0 16

405

13.47

0.2976

0.3184

227.569

0.3'199

225.663

430
Strain Rale : 1.6mm/min

FAILURE

Dia.38mm Specimen >>>

TYPE

Shearing
Resistance

Angje .

degree

Densily : j.9t N{g/m3
Dry Densily : 1.32 Mg/m3 l,4oisture Content : 44 r/" auJk kN

: 0.2195 0.2678 0.3050
: 171.11 213.79 232.15
: 34.47 68 95 103.42 loial Stress, kNh, : 205 5S 282.73 335 58

Load at Failure,

NormalStress, kN/m,
LateralPressure,kN/m,

SDIl. Bi.lts.

$llSTLR
Di.!ep$@t

MASTER TESTING SERVICES SDN.BHD.

,3

a

o
(o

E

z

oi

o

co(/)

ft'

Ul

E

F

c)

9-r
&<
rI

o o t

o

z

(/

o? oON )

cv

I

m

\

oF

\

N

\
\

Nco+

,ur/N{'ssful-s

9N|UVSHS

)
F

o

MASTER TESTING SERVICES SDN.BHD,

UU TRIAXIAL COMPRESSION TEST
Projecl

pSSAt

Lor

s21,822 a.d part of Lot

3j7;ukim

Cheng, Melaka Tenoah Lebuh

Sample
Deplh,

Desciption

:

reddish brcwn, gtayey siti wilh some sand.
SPECII\,IEN CELL PRESSURE >>>

Date

S1itr,

A

= 68.95

No. :

m. :

Tested

I9!19d kN/m, 12111l11

C

En.Azman

=

1a3

42

kNh,
SIRESS

0

0.0

0.0

11.34

0

0.0000

0.000

4A

0

0.4

0.0000

0.5

0.000

11.4A

55

o 0409

35.890

80

65

0.8

0.0484

42.415

1.1

11.46

78

0.0580

50.629

'1.2

105

12A

0.0781

1.6

68.155

11.52

134

0.0997

86.516

'140

o.1041

90.389

160

0.1190

102.75A

171

4.1272

-t09.814
149.291

160

1.6

2..1

11.5A

240

2.4

32

1t.71

23A

o.1711

146.115

320

235

3.2

o.174A

4.2

11.84

295

0.2195

185.371

300

4.0

5.3

'11.97

4.2232

o.2574

215.O29

480

350

4.8

0.2604

6.3

217.515

12.10

388

0.2886

238.451

560

391

5.6

0.2909

244.295

12.24

424

4.3124 255.217

425

0.3162

0 0000

188.513

346

258.255

400

640

6.4

8.4

12.38

444

0.3273

264.332

720

72

450

0.3348

9.5

270.34A

12.53

453

0.3370

269.014

800

465

8.0

0.3459

10.5

276.140

12.67

463

o.3444 271.755

880

8.8

'12.83

0.3526

11.6

278.212

470

0.3496

272.618

480

4.3571

27A.419

442

0.3586

216.250

960

9.6

'12.6

12.9A

470

0_3496

269.373

1040

14.4

13.7

'13.14

455

0.338s

257.634

112A

11.2

14.7

13.30

120A

12.O

15.8

1zal

12.A

16.8

505

1360

'17.9

13_6

1440

18.9

1524

152

Apparent

20.a

Cohesion *

kN/m2

.

degree

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4.4114

294.O31

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TYPE

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292.78?

553

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13.99

290.848

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13.81

285.945

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103.42

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