JAYA LOT

lt
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I{AittDALAIV
trNrtrRpRrri' sDN BHD. (r 73,00)
FOUNDATION/SOIL EI.]GINEIRING CONTTIACTOR
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.lalan Kuch.ri I-iuIl
58200 Kullr LL,nrnLu
'l'el: 0l-7981()96.1 7t)ll 16r-i)1)
Fax: 0'l-79llI1i68
En)all: rntsl,i)pd iarl'rs.,Ir
JAYA LOT
TENGAH,
1020, Ilulatan SuJtan fr4ansor, Jalan Kelantar, 20050 Kuala Terengganu. Tel: 09-6232099 Fax:
09
6ll()(rr5
AUTHENTICATION OF TI{E FACTIIAL REPORT
PROJBCT : PETRONAS SERVI(]E STATION AT
PANDAN
LOT
6942,
MUKIM
BALAr PANJANG, DAERAH
{tIA,
MELAKA
TENGAH, M]ELAKA BANDARAYA
BERSEJARAH
{, do he'eby cerlify that arl items reported in this report are factual
and all works reported herein wereianied out in
accordance with
these specification and BS 5930 : 19g1, BS 1371 :1990,
other
code specified and good engineering praciice.
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CONTENT
A.
REPORT
B.
BOREHOLE LOI3
C.
S.P.T GRAPHS
D.
MACKINTOSH F'ROBE TEST
E.
SUMMARY OF T.ABORATORY TESTS RESULTS
F.
PHOTOGRAPHS; OF BOREHOLES
G.
SITE PLAN
'A/ITH
SOIL LEGEND
I
I
i
REPORII
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EI-{TER?I{ISE SDN. EEID. r.r:roo.rr
F0UNDATIoN I son nxctNanntnc
il:
ii:
21,
.
J^l^
coNnt.acittn
Tcl: 0l-79S-l
2r728'H^ppy Garden, offJalan Kuchai Lama,58200
rauara Lumpur.
Irax:0l,7glI
PROPOSED PETRONAS PETROL STATION AT PANDAN
JAYA, LOT 6942, MLIK]M BALAI PAN.T/TNG,
DAERAH MELAKA TENGAH, MELAKA BANDARAYA BERSEJARAH
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l!,rTROpUC rtoN
This report describes the results ofthe soil lnvestigation works
for proposed petronas petrol station At pandan
Jaya, Lot 6942, Mukim Balai panjang, Daerah Melaka Tengah,
Melaka Bandaraya Bersejarah
:
l'z
Tfte purpose ofthis inYestigation is to obtain geotecbnical en;ineering
information underlyi'g the site so as to
provide criteria and data in the design,evaluation and
subsequent construction ofthe proposed strucrural
foundation.
:
,
:.:
:.
Alrogether thrce (3) nos ofBoreholes and fifteen (15) nos ofMackintosh probe
Test were conducted at the
orooored site.:rhe deep borehore were advanced by means ofRotary wash Boring Machine ywE D90R
"
1.4
The investigation was carried on instruction given from
PETRONAS L'AGANGAN BERHAD
:.,,
1.5
The field work started oD 14/0g/12 and was completed onlg/0g/12
t
2.
'
1
SCOPE OF
\l'oRK
i
2
_
2.2
To carry out Standard penetration Test
2.3
To obtain disturbed samples.
2.4
To measure ground waler le\ el in boreholes during per.iod of investigation.
.
.
To explore the subsoil conditions as the proposed developmert site by tbrae (3)
nos exploratory Boreholes
and fifteen (15) nos ofMackintosh probe Test.
!
i
:
1020,Bulatan Sultan Mansor, Jalan Kelantan,20050 Kuala Terengganu. Tel:09-6232099
Fax: 09-6229905
(,1)('
l
03 798I i,r1)()
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ENTER-Fi{iSE SDI"{" EI{D. r;:roo_rr
FOUNDzITION / SOIL ENGINEERING CONTIIACT0
F$ANE}ALAIE
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71lS
21, Jalan 21128, Happy Garden, OffJalan Kuchai Lama,58200 Kuala Lumpur.
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3.
FIELD EXPLORATION
3.1 BORING
1,
Field exploration was caried out using multi-speed rotary wash boring,YWE D90R,These borehole wcre clrilled
l'l
by local trainecl drillers under direct supervision ofour technician according to instruction and specification givcn.
i,
Casing NW was used to prevent the collapse ofthe boreholes walls.These boreholes were washed by circulirting
water and undisturbed samples were colleated for visual exanrination.
3.2 STANDARD PENETRATION TEST
Standard Penetration Test (SPT) were
carjed out at l.5tn inkryals in both cohesive and non-cohesive soils
as
instructed by S.O a split spoon sampler of 50rr1m O.D was drived into tha sojls by a 65kg operated autonaticirll),.
The weight was dropped ftom a 760mm for a sufficient number of times to secure the desired 450mm sampler
penetrution or a maximurr
of50 blows.The number ofblows [or the l50rrm were recorded as a sealing vallrc
the following 300mm penetration were recorded as tbe N-Value.Each sample obtained from the sanplel
ir
arcl
thc liclrl
was examined and classified by our tecbnician
Standard Penctration Test results are shown in the boring log.
3.3
Undistubed Soil Sample: Undisturbed soil sample were obtairred from soft to stiffclay.A thjn ivaliecl sampler tubc
of 55mm I.D and 6lOmm in Jength was pushed into the clays ry means ofhydraulic pressure derived florn thc
drilling rig undisturbed soil sarrples obtained were clearly labelled and sealed at both ends with non slrinkage
wax
4.0
GROUND WATER LEVEL MEASUREMENT
The water level in each boreholes was taken while driJling was in progress al the following times:-
a)
Before wc'rks commenced in the moming
b)
After work fillished in the evening,but before water (ifarry) was added to boreholes to stabilise it.
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The depth ofthe boreholes and the casing (ifany) were also rr:corded.
1020, BulatarL Sultan Mansor, Jalan Kelantan, 20050 Krrala Terengganu. Tel: 09-6232099 Fax: 09 6229905
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Fl,t"lTERF RtSE SDN" EX{D.
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FOUND. TION / SOIL ENGINEERING CONTRA('7'OR
'id 0t ?{rs I /,('(rl
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27, Jalan
2lI2B,lIappy Garden, OffJalan Kuchai Lama,
58200 B.uala Lurnpur.
Fax:
5.0 MACKINTOSH PROBE TEST
The mackintoslr probe consisted
i
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ofa
case hardened steel poirter of25nrm diamet€r and a cone,having an apex
angel of 60 clegrees which was fixed onto the end of the strin g of penetration rods.Th€ penetration rods ar e I 2rnn l
in dianteter ard 1.2 in length,they are connected by coupling The resistance to penetration was measure by 4.5kg
harnmer weight was dropped fiom a heights of28cm along a guided rod.ln operation,the penetration resistancc
was recorded as the number ofblows required to cause 0 3m penelration.
As sp.cified by S.O all Mackintosh Probe were terminated \!hen the resistance is 400 blows per 0.3nr or a
I
naximurn penetation depth of l5m whichever is achieved fi'st.
I,
i.
.,
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,
.
6.0 IABORATORY TESTING
The following laboratory test were canied out on selected sarnples at various penetration.
il
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b)
")
d)
Moisture Contenl
")
d)
Unconfined Compression Tests
Atterberg Limit
Particle Size Distributjon
UU Triaxial Compression Tests
Chemical Tests
'.:
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Sulatan Sultan Mansor, Jalan Kelantan,20050 Kuala Terengganu. Tel:09-6232099 Fax:09'6229905
BOREHOLE LOG
f.i
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PROJECT
PSS Pandan Jaya,
:
Lol6942, Mukim Balai Fanjang, Daerah Melaka Tengah, Melaka Bandaraya Be.sclarah
,
Job Nr.
I li! I/.10:,5
:
Borehole No.
Sheet
BH-l
Reduced I-evel
of
No. I
Tvpe
4
ofDrrll
:
Sruervisor: LruKl:
e.g.l
:
YWE D90R
DESCRIPTION OFSOIL
coNslSTENcY, coLo(m
(M)
RELATIVE DENSITY,
N
6R}IN
(%)
SIZE, TEXTURE ETC.
0.00 ToD
soil. medium brown. sandv SILT with sravels
t.00
2.AO
Very soft, brownish grey, sandy
CLAY
1.50
BI
t.95
DI
3.00
t2
345
D2
0
0
0
0
0
189;
3.00
0
{r0%
0
4.00
5.00
4.50
t]
4.95
D3
0
0
0
0
0
0
I
0
0
I
1009i
0
Very soft to soft, brownish grey, slightly sandy SILT
6_00
6.00
P4
645
D4
0
0
I
0
I
I
l
I009r"
7.00
very soft, medjum grey, slightly sandy CLAY
800
'1.50
BI
1.95
D5
9.00
Soft, light grey rnottled wilh medium brown, slightly
sandy
SILT
t6
9.45
D6
9.50
UDI
0
100%
t0.00
l0-00
LEGEND:
NOrt&
P
9.00
-
l l*-
SrandardPcner ion T6r(SPT)
P = Disrurb.ns,mp.
USS
=
Ultimare
UD
=
50 mm
F,"#l ''.-
Shd $€nArh
r------:I
I 5AND
6;;;l
I ooo l6P'^vrL
dir undistu'b.d samrl.
I - 50mm dia undisturbed eisronianplc
- vd .r s:nDL
W- wzre, eaol.
C - Cor. sanDl. aR,)cll
RQD - Po,kQual \DriEn iollqor
M
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n\as - Brrnhshndid,:li$ifiqrion sv{.m
Issue
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Rev. No. r
l
CONS]STENCY
cohsivesoil(N)
0 2
2 -4
N
-
l-
/
-- -;, *;
V.ry SoF
r1 Srifl
lO veryS fI
12
I l0
Dcis.
vt^
| 2OO3
lof
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Non Cohesive Soil
Son
Fflective Date :
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PROJECT
F,.
Ir
er.hot r.lo., gU-t
shcer No.
l-r
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PSS Pandan Jaya,
:
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ol
Lot 6942, Mukrm Balai Panjang, Dae-ah Melaka Tengah, Melaka Band araya Bcrseirrah
lReduced Level
4
l-rF" ,.
Drilt
:
livF
_
e.g
I
Supervisor
nr
I
Date:
Da-oR-
Lau
K
l6/08/12
1;
I
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SAMPLE
DESCRITTION OF SOIL
N
CONSISTENCY, COLOUR
(M)
f/l:/PIl(l/l;\\'/(l-li
t3
(M)
RELATIVEDENSITY, GRAIN
(1,r,)
SIZE.TEXTURE ETC.
li
i;
lt00
10.50
n
10.95
D?
t2.00
!!
12.45
D8
0
t
0
l
0
0
I
0
0
I
.l
t00"i
4
69",i
t009
Soft, light grey mottled with medium brown, slighily
sandy
SILT
t2 00
0
Very loose, \\hitish grey, silty SAND
13.00
l4
00
u
l].95
D9
I
wift yellowish
Very loose to loose,liglrt grey mottled
broBn, sihy SANID
l5
t3.50
00
15.00
zu
15.45
Dl0
3
2
3
l
ll
2
)
l
:l
l
lt
0
2.
l
4
1',]
5
5
5
)1
)
i
16.00
Stiff, light groy, sUghily sandy SILT
17.00
16.s0
!1,r
t6.95
Dlt
2
18.00
t8.00
ll2
18.45
Dt2
19.00
20.00
19.50
zu
19.95
Dt3
Medium dense, light grey, silty SAND
N9IE
=
;,
P
N
=
,""-"
LEcENo:
Sladed PcnerratlonTesl (SPl
;1.1fi:J*;;-
fl
SPI R6ull
i;;.i'#il*'
Uss rrar. sF.r s,;n!16
tur
';i
55
UD
P
v
w
-
=
Recoven rario
u
S\.a'
{O
S.nr\'ll
nr
oid urd$'u
,on'md,a. unduurb.d
Md,.rs4o e
J-i-T
' lJJ
bed.afrol.
c,
*"
srr-r
i tAND
'
f.fu tl
looo lcMvEL
tu,;.ri-l
l-,
J *.'
'nonrmoh
wd'e' satrot.
= core samDle rRockl
ROD - Ro k Ouali! De .iEralion (%)
wl - wre-|.!pl
c
sscs= a drhSr didClarnerDnSrns'
Rev. No. r
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l
I
I
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II
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coNslsrENcY / RELATIVE DENSITY
ca
*-" s-tn'
0.7 v.Pson
q"n
'.
a-s
M"di,.s,',r
3- r5 Srifl
rr- ro v.. s.n
,o>
Hvd
-
^..
|
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4
I
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c.t* tt
vcn Loo,c
r0
r0
Mrd um D.n!c
'0
10. 50
ro -
v.^
I
t_
Efferive Dare : t2 / 10 12003
o,,
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oll
Deosc
ic""tq..L,e"q*.'l
L).'
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PSSP*d""J"y4L"t694zM'kinrBalaiPanjang'DaelahMelakaTengah'MelakaBandarayaBelsejarall
tr
[,
OASCRIPTION OFSOIL
CONSISTENCY, COLOUR
RTLATIVE DENSITY. CR}IN
SlzE, TEXTURE ETC.
2l.00
21 00
U4
2t.45
Dt4
22.40
DeDse,lieht prey, silty SAND
13.AO
22.50
P-L'
22.95
Dl5
24.AA
8&
24 45
Dl6
25.50
tu
25 95
Dl7
M€dium dense, light grey, silty SAND
25.00
26.00
Very
stifl
light grey moliled with medium grey,
21.00
2?.00
27.45
28.00
28.50
light grey nrottled with rnedium Brey, sandy
28 95
EU
Dl9
30.00
30.00
PL9
30 45
D20
3l.00
LEGEND
P
D
VS
UES
*
=
=
=
Shnda.d Penetratlon
T6i
(SPT)
Distuded slmplc
Vane
SharTsl
Ulrinal. Sharstcisrh
UD - 50hn dia. u.disrurbed si'np c
P = iomm dia un,lkr.rbed pnron$nple
=
=
Cores:6tJ. CRoc!)
RQD
nsas
=
Bri(kh
C
RockQlalnyDesiFmtion
[-:-l
L ji
l
., ov
lY,Yl ,'.r :_l. sAJrD
I
I
T;;;;l
ooo cMvEL
I
(%)
Sbdrnl Cl4rificarid Srtrem
f.---:
ll
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l
CONSISTENCY / REIATIVE DENSIIY
3-
15
SriJT
erar
lire,xive Dare: 12l l0l20a3
/lrlPltO/lr\\//1ll LI
N,1
PTS
F
,1""
J^y4;t
614r,
l\4'kit
t/UPIiO,rtrW,l[ '
B"lai Paniang, Daer ah Melaka Tengah, Melaka Bandara)'a Bersejarah
llMll0l'rll
:
6 0U/12 ll'Lrt/l1
DESCRJPTION OF SOIL
CONSISTENCY,
COLOUR
RELATI\€ DENSITY. GRAIN
SIZE. TEXTIJRE ETC,
31.50
31.95
llard, light grey mottled with medium grey, sardy
:l:l00
r3.00
33.26
ofBorehole at deDth : 33.26n)
34.00
16.08.r2
1.70m
17.08.t 2
35.00 1? 08.12
L60m
10.50m 10.95m
10.50m I0.95m
1.60m
33.00m 33.26m
36.00
3?.00
38.00
40.00
4
!.00
l:lSE
= Sbida.d P.n! hrion T.n
D = Dnlu'b.dsahpls
P
R/r
VS
USs
=
=
=
tiD =
P
=
c=
RQD
BSCS
=
:
R.coverv
LEGENq
(SPT)
nlio
Varesha, T*r
LJhimdeSherStenarh
5c mm dia trndirrdtbed emple
50mm di.. unlisru,bed !i5ron sample
Core sample(Rock)
Rock Qu:liry Desicnation (%l
BirishShndad Cldsifiarions\ncn
f -:l
I rjjr
.rov
-l
l=
-..l
G;;;I
I ooo
CONSISTENCY / RELATIVE DENSITY
.,"
f'--"'"'l
I
,o"o
l0 -
CRAIEL
lfl*^'
3
-
t5
SrilT
IilTe:tive Date : l2 / l0 / 2003
30
M.diud De'se
ic".tq,-.4/t"!,;;.t
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PSS Pandan Jaya,
PROJECT:
Lot 6i )42,l\4ukrm Balar fanlang,
rr!!!_^_
r!rr6q!!,
Lra€l ad tvlcrdtrd
"""-
f/f/Plto/l'\\'i
lr
.lotr
\'
ffil
IlNl/.1rlli/l
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BH'
ol
u;h"]" N":
sfr"et No. I
Redrrced Level
F;;rD,n,
j
-.'-----.''-.t.r
:
".ry-
n.,.
tWETDaE
K
15()8/12
I,-
l( /wir
SAMPLE
DESCRI?TION OFSO'L
escs
CONSISTENCY, COLO1JR
(M)
Ilr
RELATIVE DENSITY, CfuAIN
SIZE,TEX'UREETC
r#"itG;''.
0.00
b,o*',. sandv SILT with srav€ls
f.
I
r00
P]
r.50
i.
195
2.00
li,
i. l
3.00
roo
r\o
,ool;;."
400
L--
5ool
'""0'''"
^
nn
grey, silty
I
E?
r4s I
F"nb"fi{le"}*.{vsil"r
Dl
1,."
luDr
I
4.50
P]
495
D2
010
sAND
lu'o'oo"
600
81
6.45
D3
Very soft 1l r soft, bro*,nish grey, slightly sandy SILT
with some
7.50
?s5
s
lPt
I D4
oo I
LJD2
I
Light grey nrottled with medlum brown' L-LA
Y
9.0
Soft, light grey mottled with medium brown, slighlly
sandy
9.00
!6
9.45
D6
t00";
SILT
t0
p - sbndrd D.nr'dior l. irSPT\
-Nofrr
c
t----. ..
1,,. J'*'
f^r-;; il -..I 'l'''
_r
r'.
| "o'o
I
D- Di r'bed sdr'P
N = SPT R6ulr
Rn Rm..ryEU,
vs- vaesr-drr-,
USS
= LrlhmdesherStenarh
ss _ \5d,sen(iv.,v
Uo - 50 nm d:. u,d. ru b'd LrDr?
r=
5Onr dn undururbed pisron 3amole
Ic = *:::,:::l'
la;""."l o*u,,
f ";:'l P.ar
l'
Cota samDl. (Rock)
Po.r Ou,r,\ o"-,*ar o. r";r
roi
';i-.;;;;.1;";i
BSCS
- B
Issue .
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Sbndad Cl$ifiarior SY$!n
Rev No.:
1
co\,srs.c\rYlRr AllvFDENcITY
I
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I
v.1sor
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as
R,1
15 io
fi
\Ln
v.dshrT
M.d'uns
ro> Hd
Efle( tive Dare
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t2t tot2aal
I
r'-rot" "to 'u'
r'1roo'
o4
4ror0 roo" i
lo
ro'o
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PROJECT:
t,
PSS Pandan Jaya, Lot 6942,
Mukim Balai PaDjaDg, Daerrh Melaka Teng"h, M"luko Brrd"r"y^
Borehole No.
:
SheelNo.2
(M)
IiH-2
of
Reduced Level
4
m
e.g.l
I
lTypeofDrilli
t;
Sunervisor
lDute:
YWED9OR
l.au
15,ur/11
ruh
t11/ l0
K
r1,'1)b'
ll
Iscs
RELATIVE DENSITY, CRAIN
75 l7i
(M)
SIZE, TEXTURE ETC.
in
,
S,{MPLE
CONSISTENCY, COLOUR
F,
i;
ll.."j"r"h
I
DESCRIPTION OF SOIL
t:
l/l /l'ltO/l \\
I1.00
10.50
!]
t0.95
D6
l7l 175 7i lri
".,t..1","t^,-i--t^.
Solt to mediunr sriff, light Brey mo[led wirh medium
browD, slighlly sandy SILT
I2.00
12.00
P8
12.45
D1
t0096
t3.00
Sofl, whitish grey, sandy
SIL|
14.00
13 50
P2
t3.95
D8
15.00
Pl0
0ll
15.00
l5
l6
7t2
|
100:,
45
00
Stiff, ligh! grey motrled wirh nredium brown, CLAY
I
P
l0
I8 00
I
Pr2
l7
'r.or
lou
r9 50
|
l6 50
t7.00
'ont
l.*
I
t009i,
18.00
19.00
Medium dense, lighl grey, silty SAND
I
20.00
,n
!]?]!>
P - Sranda'd Penerah,nTeq {SPT)
D. D du'oed sa nor.
N ' SPI R.nJt
R/r - R.coveryrdio
vs - \zn.shed'r.n
Uss- Unmare\,ees1^nrrh
Sc - Sl-c S.mi'iry
LID- .oTndir dnd,sr, rbed samotc
P - 50idrdi, undinud.l onons ol.
M - Ma.e s4ole
w - wa'e, \oDr.
C= Core5 D.{Roc})
ROD = Porl O kl h D"ir.,ro. ro;r
"Y.-#i.i,'li,;ii".,.,,,,,,,.,,.,,."
Issue .
:
I
Ptl
l0
n, | ,r,,
LECEND:
.ro"
f-I
f" t-l
"""
."
I
coNstsTENcY
'
I
lsaND
G;;;l
l o oo l cR vrL
lit:|n
:'-lPrAr
I
c.h**^"'l lN,
,.rffi;*,* -
I
I
! v.rus.n
r.r s"i
s- 5 srilr
r5-ro verysrifi
o-
/t
I
I
I
l
I
tuon
-l
C.l.,lr.S.l'f*l
o4
Loo,e
,o.ln .. " - r-"*
ro 50
50 vcq D^if
v.q
I
l
1
I
l
I
I
l
Effective Dare :
12
/ 10120A3
Iof
I
G"".qi.u.,"q;"'l
lLrr,, r
!!l
)
il
'
,l
{"
,\,| /t:,/t,t{o/1,\\',1r,
Pandan Jaya, Lo,6942. Mukim Batai
e",ji"g,
Or.@
)(1h
fi
ii
r'
f:
:
e.g.l
l-aLr
K Ij
DESCRIPTION OFSOIL
I
coNslsTENCY, COLOItR
RELATIVE DENSITY, GRAIN
SIZ E.
i:
N('
llN1,,.r0.rr, r
Level
TEXTURE ETC
2t.00
21 00
[,i
21.45
Dense, light gir.y. silty
SAND
22.00
il
22.50
13 A0
22.95
ti
dense. light grey, srlty
SAND
24 00
ti
24.00
!;l
24_45
25.50
26.00
25.95
Very stiff, light grey moitled wirh medium grey,
sandy SILT
28.00
l
light grey mouled wirh medrum grey, s3ndy
28.50
79.0A
28.865
30.00
10.00
34.21
3l.00
NSIIS
P
D
LECEND
= srandad Pcnerdion
= Dijurb.dsrBple
Tee(spTl
- VaicshesiT4t
= Uhim,r. SharSrencrh
SS = Shdrsei5iviry
UD = 50 mn, dii. uil;Nr6.dsrmDje
P = 50im dil undhrurb,:d pisron sampte
VS
USS
c=
core enrile (Rock)
RQD
=
Rdck
Bscs
-
Bririit srid,rdchsiidiionsrrkm
Qu.liiv Daia.xrion (%)
lLr -l'l .'"'
f"-,*l ,,"
CONSISTENCY / RELATIVE DENSITY
T-_- -
ll"*"
F;;;I
Lgoo I
t
|
r L---tl
-.:'
aMVEL
8.
lri
sri6
I rerr
Eilecrive ))ate : 12l t0 t2003
I ofl
I
,
.
Ei
t'.
t,
t
PROJECT
PSS Pandan Jaya, Lot 6942, Mukinr Balai Panjang, Daerah Melakn Tenguh, N,,{etaka
:
Ba;aruyu Bersciorntr
I
III.J/10:lf/
Borehole No.
Sheet No. 4
:
BH-2
Df
Reduced Level
Iype ofDrill
4
e
:
:
g.l
:
D]
YWE D90R
LaLr
K
I)
1
DESCRIPTION OF SOIL
(M)
CONS]STENCY, COLOUR
-l
RELATTW DENSITY, 6RAIN
SIZE, TEXTURE ETC
32 00
1t.50
?2!
31.80
D20
"
4t9
(",;)
","1'1..:'1,,1'
r8
!2
:q
'15
I50
Hard,light grey mottled with mediunr grey, sandy
SILT
l
1r.00
33.00
t4
31.165
D2l
7J
t5
29
2t
ls
40
l15
l
:14
00
15.08.12
6.45pm
16.08.12
35 00 16.08.12
8.00am
2.3opm
2.00m
1.80m
l.90ni
13.50m 13.95m
13.50m 13.95m
33.00m 33.265m
L
36.00
l
37.00
38 00
i
39.00
40.00
41.00
P
D
N
lOIEsl
= Sbidard Penet ionT6r(sPT)
= Dislur6edsanDle
= SPTRsuh
LECEND:
REMARKS
= Van. SherT6t
- Ull'mar. Shar St.nrilh
= SharScnsivirv
UD = 50.rmdia undisturben sampl.
P = 50mddia undisturl,ed Dilronsrbplc
VS
CONSISTENCY / RELATIVE DENSlTY
STLT
USS
SS
c=
=
-
3-
coresample {Rock)
Ro.k QurhvDesilharion (%)
RQD
BSCS
SAND
British
lssue ,
:
I
l5
10.30
M.diun Dcir.
Srifa
Strdrrd Cl,if herion Srncm
Rev. No. :
l
Fffective Dare
tl l
10 12003
Iof
I
l
ll
1:
i.
Mt /1:/t'R()/'t:\\,i
PROJECT:
I
PSS Pundan Jayu. Lot
6Diig,rjtn-Elin
Panla g. Dc(rah M€taka Tereah, Metaka Bandara)'a Bersejarah
-,1!h
r'
Borehole No.
?:-
Sheet
!
No.
i
BH-3
:
or
a-Tr.""7n,;rr
-T;;;;;
i
I
*[
I-aLr
DESCRi}TION OFSOIL
(M)
t
1"
t
::nn
wit-r gravets
(
r
:: H.[:
t,,,
i
Very soTl ro s,,fl. mediunr brown, saDdy CI
Ay
l;: | 3i I ' I 'l 'l
'l
'l'l
l[iiit
'
I
'"""
I
l,:
Very loose, brovvnish 8rey, silty
"'l"l'/l'l'/l'/'l
SAM)
I
tl
4.50
D3
ery sotl, brorrerish grey, stighrty sdndy SJLT
Very soft to soli, light grey, sandy
lVery.on
to solt. IiChr Crey
no
|
6.00
6.45
P4
100v"
lD4
I
CLAy
650 JLDt
roo
I
r.50
t ,t
I P5
L,,
ted wirh reddrsh
lbrown Cl.AY
9.00
Very soft, light grey mottled with reddish
slightly sandy SILT
o*I,u
browl,
p.ot
I
o.ro
L,n,
10.00
I
1001,
ou
100%
I
'o.oo
LECENDI
,mDre
'.1
rt -=.,^"
rio
rs,
s,
Cohdi\€
'ir\
,dis,u,b.d$nor.
ndisrurl,ed D61oh
n.-
smole
I-
l*^,
tRocll
TJ
R€v.
No
I
I
-:
2.
4-t
VerySon
Son
Mrd ms,,rr
3-15 srrr
15. ro v.fl\r'lT
-itl
__l
Clai:ifiohm S1n.tr
Sort(Nl
0
ooo lcRAvtl-
/Daia,arion(%)
rd
CONSISTENCY/REI
1",'"'."Js,cr
SrEnlrh
lill
ti\,t/.ro?jr I l
BSCS
RELATI\€ DENSITY, CRAIN
SIZE,TEXTUREETC
l op soil, rnedium brown, sanq), SILT
j,
SAMPLE
CONSISTENCY. COLOL'R
I
a2
Date:
|,
ro
Effl|ecrrve
.. s-i
l)are
t2
I
I
I
I
I
I
I
I
tA t
2oaf
a*"bE.r/E^J-""n
,.
',
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i
Pandan Jaya, Lot 6942,
Mukirr
Balai panjang,Da@
rL't,t:',
1.'
IIAI l t-
:
{
Sheet
2
No.
of
CONSISTENCY, COLOUR
q,
'q..
i,
12,1
DESCRIPTION OFSOIL
{
RELATIVE DENSITY, CRAIN
SIZE.TEX'|URE ETC
.00
Very soft to soft, Iighr grey mo$led with reddish
browll, slighlly sandy SILT
12.00
1007.
Very soft, whitish grey rnottled with medium brow,n,
sandy
SILT
100%
14 00
lighr grc:y, silty CLAY
16.00
t7_00
;
light grey, slightiy, sandy SILT
18.00
20 00
derrse, light grey, silry
P
=
BSCS=
SAND
LEGEND:
Srandard
Peneh ionTcsr(SpT)
f--l ..^"
l',*;l "-
= Dnlurbed sahplc
R = Recov€ry Etio
vS = Vane ShcarTcst
USS = lJhimate Shedlrtencrh
SS = Sh€rsensiviry
UD = 50 mn dia. undinurbed samDle
P = 50mnr di.. undirturbcd pGrs 5anDjc
M = Mdiersamel.
C - Core samDle aRcckl
RQD = Ro.t Quarity D.siAnal on t%)
D
S
Gh
Sbndard
Ch*
fiBrion
Rev. No. :
CONSISTENCY / RELATIVE DENSITY
T.-_: r
L
ISAND
t- ;;l
I -!.
Sririr
l
lo '
l0
Med um Densc
IPEAr
Ellecrive Date :
12
,/1j ,
/ l0l2oo3
lof
I
(G""r"_;r.L/F-e*;')
t, 'J,ll,f iI
PSS Pandan Jaya, Lot 6S.12,
Borehole No.
:
Vrk;'n
e;t FA;;E@
BH-l
L,r! ]\
DESCRIPTIONOFSOIL
coNsls rENcY, COLOUR
RELATIVE DENSI TY, CRAIN
SIZE,'IEXTURE ETC.
2t.00
Dense, Iight grey,
silty SAND
22 00
den e,lighr grey, srlr] SAND
24.0A
25.00
26.40
ery
stiff, ftediunt brouat mottled rvith mediurn grey,
27.00
28.00
Hard, nrediunr brown nlortled with nredium g!cy,
sandy SILT
30 00
medium grey motrled wirh nledium grey,
S]LT
3l.00
!-or!!:
-
D
=
sbndmdpenelraron
Disruded ehDte
vS
=
vaneshqrTen
Uhih eSl'6rSren[rh
P
!L6ETq
T{r (spT)
L
UD .
P.
UsS
SS
C
=
RQD
=
BSCs
=
r:- --t
I
lsero
;;;J
ooo cR vEL
I
Coreemprc (RocrJ
D6i(rarion (%)
Birishsbndrd
I
CONSISTENCY / RELATIVE OFNSITY
FYll.,'--
SIarSeor]viry
50nn dia lDdisr,bcd3amplc
50mmdj: undijrlrbed piio! emDte
Rock Qualiry
l
cl,nifisioi
Slsdn
Rev No.
I
T:,, - -r
L!
3 i5
t0 -
Srill
J PEAr
EfTecliv{r Dare
I
12
I I0 / 2003
t0
Medror Dcn\.
]
[:i
Fl
{:
M',t
pss ranaan.rayu,Lot?dif
fl
il;ilTiiiiFiffilbi"iil
Tensah. MetakE aunaa,uyi
/f/I)R01t:\\,1r ),r
e"Iiffi
ll\1/'r0 t!i
t.au K
r'
D
ESCRIPTJON OF SOIL
i.i
CONS'STENCY, COLOUR
fl':
RELATI\'E DENSITY, GRAIN
SIZE. TEXTIIRE ETC
tr
ii
Hard, mediunt gr€y mottled with medium grey,
sandy SILT
33 00
13.00
33 265
ofBorehoje ar depth : 13.265m
14.00
6.30pm t.SOn l::Ori-lJjG
8.00anl l.70nt 13.50m I3.95nr
2.00pm l.60rn 33.00m 33.26-5m
14.08.12
l5.08.I2
35.00 15.08.12
16 00
17.00
38 00
39.00
40 00
4t.00
LE6!Npl
P - Shnd d Pe.er,arion T6r isPT)
D = Diru'bed smotc
N = SPTRBdh
=
UsS =
SS =
UD =
P=
VS
r"
l
faai| \,x lsrLr
Vaie SherT6r
Uk
mdesharSruslh
Shars.nsiviry
50 mmdia undisrurt,ed $mDt.
sommdiz dhdi'urbed p6ronjan,D
T-r
e
I
j
CONSISTENCY /
.oh.":q
So
tr\)
SAND
. ;;l
Ljgo JcR^vEL
tt'r;
_.:-J,-1 pEAr
R E
|
LATI VE DENSITY
ro.'o\*t..s.r,.rl
to
C
FQD
=
Cord safrDt.
SSCS
=
B.irnl Sia.dad Cbsincariatr S|scnr
inock)
RoclQualitvDesiFLniod
(%)
3.
r
i
srifr
I
Eff€ctive l)are : t2 t tA / 2AA3
i0'10
M.dtui\ D.nsc
l.
I
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I
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I
i
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S.P.T GRAPHS WITH IJOIL LEGEND
I
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I
i
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I,
t.:
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0-
6?
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i;;;;
f,3
; J E 2, ;
i 3
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MACKINTOSH PROBE TEST
NI
Jaya, l-ot 6942,
li|,t,lt(r/i \\i 1i. rr.
Mukim Balai Panjang, Daerah Melaka Tengah, it4claka
ll\1'l1r:j I '
1.8 - 2.1
Ll J7
l
I
i
l
l
i
l
9.9
- 10.2
10.2
10.5
10.8
-
I
10.5
r0.8
- I t.t
t.l - Il.4
I1.4 - r 1.7
lt.1 - 12.0
l.2.0 - t2.3
12..r - r 2.6
2.9
3.2
- 13.2
- r 3.5
3.5 - 13.8
13.8 -r4.1
l4.l - 14.4
t 4.4 - t4.1
14.7 - r s.0
l
: Lau
Rev No :0
Eil€crive Dare:01 /06 / 2005
I
o1 l
i\I l/l:iI)tio,l \\: {)-t,
irl,
Melaka Tengah. Melaka
N,,
I lN.t/.J()',t
i\ 1l'
l1/0R/1)
-EiPignc
l
i
.i
I
:iii
.
i
il
9.9 - 10.2
10.2 - 10.5
r0.5
.
i0.E
ri
10.8-11.1
,t - n.4
ll
|,4-ll.7
lI
- t2.0
12,0 - 12.3
I 2,l - 1.2.6
.7
i
t2.6. t2.9
12.9 " 13.2
ll.2 - 13.5
l
13.8 -14.r
11.) - 14.4
14.4
r
-
t
4.'7
iri
4.7 - 15.0
.rrr l( li
Elfeclive Dale : 0l / 06 / 2005
.
i,l
.
Projcct
PSS Pandan Jaya, Lot 6942, Mukinr
I
Bilai
Bandaraya Bersejalah
[1]/'l ]'|](
panrigE!"*. ii!f,ffiilli|Ti f,i
o, \\
.lolr
fl'l
llll/'ll).)i
Position No.
Wlevel (m)
MP7
MP
8
r'
I.
\.1'()
tuLjygllrl
18/08/t2
Depth
(n)
0.0 - 0.3
0.3 0.6
0.6 - 0.9
0.9
-
1.2
1.2
-
1.5
l.J
No
l8/08/12
of
Bloq,s
ol
Blow i
32
400
39
400
No
No oi'
Bk\.s
28
il
1.8
lilll
t.8 - 2.r
2.t . 2.4
2.4 2.7
2.',7 - 3.0
ll
3.0 - l.t]
3.3 - 3.6
3.6 - 3.9
liii
3.9 - 4.2
4.2 - 4.5
4.5 - 4.8
4.8 - 5.1
5.1 - 5.4
5.4 - 5.7
iilil
6.0 - 6.3
6.3 - 6.6
6.() - 6.9
6.9 - 7.2
7.2 - 7.5
7.5 --].8
7.8 - 8.1
8-1 - 8.4
ifthfufi
8.'/ - 9.0
9.0 - 9.3
9.3 - 9.6
9.6 - 9.9
9.9 - 0.2
'tFt I
t0.2 - r0.5
t0.5 - t0.8
0.8
- l t.l
l.l
1.4
1.4 -
1.7
12.0
2.0
-
2.3
-
12.6
1.7
i11-Fl
I
I
I
I
2.6 - 2.9
3.2
I
u5
I
l-
3.8
3.8 - 4.1
4.4
14.1
14.4
ti
lltt tilti
tii
tl ililrii
tiii
Lllii
j
l
- 4.7
14.7 - 5.0
Final Depth (m)
ti
lltl
I
I
12.3
3.2 -
,l]
lltt
8.7
8.4
ilrl
tltl
5.7 - 6.0
l-
I
0.550
0.570
0.5,10
ODgrator:L;rlr
Issue.
: I
Rev No :0
Elfecrive Dare:0 t / 06 / 2005
I of
I
iriirl
I,l l7l ,/lJlt( ) /l \\' ir.
Ja1,4ffi
Project:
PSS Pandan
Bandaraya Bersejalali
lai I'anjang, )aerah M€laka Tengah, Mela ka
lr,l,
1
f.lLr
I I\1,',.)i))
Position No.
MP
10
w4-,qy4 (!t)
R4-evel (rl)
^1t'll
Date
l8/0ul17
Depth
No
(n)
-
18t08/12
of
Blorvs
0.0 - 0.3
0.3 0.6
0.6 - 0.9
0.9
No ol'
_",
!9!9n9
Blowl
32
400
Blorls
40- -
1.2
r.5-t.8
t.8-2
r
2.1 - 2.4
2.4 - 2,7
2.7 3_0
3.0 - 3.3
3.3 - 3.6
3.6 3.9
3.9 - 4.2
4.2 - 4.s
4.5 4.8
4.8 - 5.1
-
5.t-5.4
iiill
5.4 - 5.7
l/#till
5.7 - 6.0
5.0
6.3
6.3
6.6
72
,Hllll
7.8 - 8.1
8.r-8.4
I
I
t+111fl
;tl l1i;
l
,rl
liri,'
'l
tt
I
9.6 - 9.9
9.9
l
illlllllli lt
li
I
I
E.4 8.7
8.1 - 9.0
9.4 - 9.3
9.3 - 9.6
tl
'l-t
I
7.2 7.5
'1.s - 7.8
tl:
fffiH
!ut!
I
6.6,6.9
6.9
ll
l
liir
r0.2 - r0.5
l0
5 - 0.8
10.8 -
l.l
1.4
ll.4-
1.',]
-
).t)
|./
lt.6
f.i
I
l-
r2.0 - 2.3
12.3 - 2.6
r2,6
2.9
ll.9 - 3.2
t3.2 - 3.5
[.5 3.8
,1 4.
I
ii
I
I
1
- 14.4
- t4.'7
14.1 - 15.A
l-l
l oa,o
rl
0.530
0.510
Rev. No. : 0
[fleclive
Dare ]
0l /06 /2005
I of
l
i
ll
I
I
rl
1i
ll
ll
I
(Jlcralor:
Issue I
il
I
I
14.1
) 4.4
Final Depth (m)
i
I
- r0.2
r
i I
I
t( l:
ti
ill
itrlti
1
T
Project:
PSS Panda
n,o;*
, or
Bandalaya
tt
NI
J;-l iiiilli-F
MP
13
]\4r
-
ryLseLOt
I8/0E/r2
i
I
I
No
Blorvs
- 0.3
0.3 - 0.6
0.6 - 0.9
4.9 - 1.2
32
il
i\ll
No
--
0f
Blo\',s
iglqii9
B lorvs
23
400
aba
1.2-15
1.5 - 1.8
L8
'.'
2.1
2.1 - 2.4
2.4 - 2.7
2.7 - 3.0
I
l-'
1.0 -
l.l
L,
t.3 - 3.6
3.6
3.9
-:
3.9
4.2
4.)
4.5 ,4.8
4.8 - 5.r
5.1 - 5.4
5.4 - 5.7
s.7 - 6.0
6.0
6.1
6.3 - 6.6
6.6 - 6.9
6.9 -',7.2
'ftn i-i
1.2 -'7.s
7.5 - 7.8
7.8 - 8.t
t1
I
I
llflll+ll
8.r - 8.4
8.4 - 8.7
8.7 - 9.0
d
I
I
I
I
I
9.0 - 9.3
9.6
9.q,
10.5
-
10.8
-
r0.2
Il.t
0.5
r0.8
i.l
u
i
t-
1.'7
I
2.3
)).3, ).6
12.6 -
2.9
12.9 -
3.2
,fifffi]l
L
I.5
l].5 ,
13.8
I3.8 -14.1
[1 lHf
14.t - 14.4
14.4
14.7
l
I
1l,.7 - 2.0
12.0
tt-tt
t-
1.4
1t.4-
ll||lll
Itf lffi
F
9.9
10.2
I
- 14.7
- 15.0
Final Denth (m)
t,\\'
r)
lol, N,,
I8/08/i2
of
(m)
0
L
Ili\1'.1|'i l'
Position No.
W/level (m)
Depth
i/t:iJ)l{(
C D;"*h1,,1"fi.r"ry;l r\4],r
I
0.510
.[rr-Lli ll
0.520
I
I
I
o-to
or' :
Rev No.
:0
Effective l)ate
:
0l / 06
/ 2005
ol
l- luKll
l5
SUMMARY OF L-ABORATOFIY TESTS RESULTS
PROJECT
:
pss pandan Jaya, Lo! 6ea2, Mukim Barai
panjans,
MASTER TESTING SERVICES SDN.BHD.
Daerah lvIelafta Tengan, Melat<a Bandaraya Berselarah.
LOCATION:
Job Ref:
MTS/J386/ 12
Date:
28/O8l12
Date Of Final Report
LABORATORY TEST
9.00 Lq,s
9.s0 10.00
P10/Dt0
15.00- 15.45
Plt/DlL
16.50,16.s.5
LS Lji:il-.1.'i.LrirFi,l
|
2A/0alt2
:)
PSS Pandan Jaya, Lor
69a2, Mukila Batai pa.Eja.rlg,
Daerah Mela]{a Tensa-h, Metaka Bandar-aya Berseja-(an.
MASTER TESTING SERVIEES SDN.BHD.
Job Ref
Mrs/J386/ i2
:
Date:
Date Of Final Report
LABORATORY TEST
9.00-9.,1s
10.50- 10.95
l2
00- 12.45
[!. Ui] ..arr tr grafti
28/Oa/12
|
28/O8
/t2
l
PROJECT
pss pandanJaya" r.or6e42. Mukim Baraj pa]ljEf,rs,
:
MASTER TESTING
Daerah M€laka Tensah, Melal<a Bandaraya Bersejarah.
LOCATION
SERVICES SDN.BHD.
Job Ref:
MTS/J386/
Date:
28
/08 / 12
28
/A8/12
:
Date Of Fttral Report
LA.BORATORY TEST
9.50,10.00
12.00- 12.4s
13.50-13 9s
Pr1/Dll
16.50- r6_gs
i- r :: r
ir,-
il S.!rl:r l,l
F:rr'
i_ r
j
r-,rt,:I i,r
i:iiItl
12
f
t:
MASTER TtrSTING S;ERVICES SDN. BI-ID.
\/
PARTICLE SIZT: DISTRItsU]]ON
1-l
Prolect:
PSS Pandan Jaya, Lot 6942, Mukim Balal Panjang, Daelah Me aka Tensah,
Location : [,lelaka l]andaraya Bersejarah
JobNo.:
[.4TS/J3{16/12
WtotDrySoil,:
Specitlc Gravlty r
BH 'l
BH No.:
50 gm
Depth: 4.50495
60 (Assumed) Dale : 211a8t12
Soil,
Dry Wt.of
m
Speciilc Gmvlly
BH No.:
2
Sample: P3/D3
49.8
2.60
:
:
BH
D!--irlh
9n1
(Ass'rmeiJ)
1
Llnl!:
"i.iirli
SarJ)trl.: P4ltJ.1
S.Sieve No.
(mm)
3t4
2D.A
14.4
100.00
100 00
100 0i)
112"
100 00
100.00
100 oLl
3/16'
10.0
5.0
2.O
100.00
100.00
100.00
t00 00
0.12
024
9!
74,
o.2a
0.04
4.24
10.6&
99.80
0.08
0.16
!!
ar:r
99.76
0.15
0.30
99.52
441
109
0.91
-n8:15
219
!t0 I ll
aa 84
000
47 n9
49 80
96 16
0f0
#8
#14
#25
1
.'t
8
600 grn
#36
425 trm
300 trm
#100
150lrrn
0.10
0.02
0.12
63
534
trm
TOTAL
50 00
Hydrometer
True
Effective
Tme
Readinl
Reading
t (nrln)
Rh'
Depth
Hr (nm)
r00
100 00
8E 84
100.00
Coffecled
Readins
100 00
Effect ve
Diameter
D (m'n)
Reading
Readjng
Deplh
Hr (mm)
8 0
140 50
l6
14 5
154 50
13.3
11 5
166.50
t0 3
e8
D
1
1.0I40
14.5
154.50
1
0.0513
43 .21
2
1.4124
125
162 50
11.3
a 4372
36.73
1.0105
110
168.50
98
31.8s
9.5
26 97
1.0095
I0.0
112
I
1.0
85
15
480
1.0060
1.0050
65
186.50
6.5
17B.50
182 50
186.50
7l
1.0065
0 0101
0.0051
22 10
120
174.50
180.50
184.50
8.3
30
1.0090
1.0075
0 0268
0 01s3
1.01/5
10140
10110
55
190.50
5.5
190.50
43
SLT
8
1440
80
Dlspersant Corrcctrrn 4
68
5.8
5.3
S
0.0026
0.0015
18 85
13 97
GRAVEL
ILT
12
water I emperature: 25'u
100
0080
'l 0070
1.0060
1 0050
5A
Dispercant 0orrectron:4
waler
I
emperatLrre: 25"ti
15 5
t'
90
80
70
.g
60
50
g
40
30
20
{
'10
0
0 001
0.010
0l
0.100
1.000
+BH1p3D3,__._BH1p4D4
I\IAS l Ul{ I lls I
10 000
(,'i'il
6
63
5.3
0 a t,.rt
0 0101
0 0t!
0 0Lr2L,
n 0o t5
1
SANiJ
t,:l
l
'
I
ti
F_l
i'
MASTER TESTING IJERVICES SDN. BHD.
'),
t,
PARTICLE SIZIT DISTRIBUTION
I
Project:
i
Wl.of Dry Soil
Speciic Gravity
il
,
BH
No.:
MTS/J386/12
No.:
:
:
49.4 gm
2
BH 1
Depth
60 (Assumed)
Date
:
:
Wt of Soil
t:
t,
fl.4
100.00
100.00
3/8'
10.0
100.00
#8
5.0
100 00
2.0
1 18
100 00
#36
600 trm
425 !m
#52
300
#100
#200
0.13
o.14
0.12
lrn
4.26
0.71
150 Urn
63
li
urn
TOTAL
Elapsed
aH
% Passing
1t2"
3/16'
i.
s0
60
Dry Wt.of Soil, :
Specific Gravity:
2
No.:
BH I
Deplh
Date
gm
(AssLrmed)
:,
Hydromet
n
026
428
99.74
99.45
o.24
0.53
99.21
98 68
91.25
96 28
1.44
0.48
47 56
96.28
49 4A
I00.00
o_97
Time
Reading
Reading
t (min)
Rh'
Rh
Effective
Depth
Hr (mm)
.0225
23 .0
120.50
21
-.
Sanrpl.: P10/D1 {l
Wi of Soil
97 84
087
1.21
2.42
96.10
93 68
4.28
856
85
3.10
624
39.16
7A.92
/u 92
000
Reading
Reading
Rh,
Rh
I
1.0185
19.0
124.50
'128.50
208
19 8
0 0234
6
1.0200
1 0185
130.50
136.50
19.3
19 0
178
't20
1.0165
17.O
144.50
480
1.0150
1.0140
15.5
150.50
71.71
1?
100 00
D (mm)
21.0
waler lemperalure 25"u
9!l58
1 t4
1.74
Diameter
22.O
C
442
Rd
L0215
14.5
0.21
a.87
T
%
1 A2A5
14lA
Dispersanl Correction:
100 OLl
100 00
Oorrected
Reading
2
30
r00 00
100 00
50 00
4
1
I00.110
0.00
0.0453
0.0326
1
Depth
Hr (mm)
't36.50
Reading
B
0 0482
Rd
l7
D nfircter
D (Jn,f)
6A.42
1.0 i 75
18.0
140 50
t6.B
1 0160
16 5
0 0346
0 0250
L0145
15.0
146 50
152 50
15 3
0.0167
65.13
63.49
13.4
0
0 0088
58 55
1 0125
13 0
160.50
118
0 0!.95
15.8
0.0045
12.O
]
13.3
0.001,1
11.5
10 5
164.50
166.50
10. B
0 0023
51 97
41.44
43 75
10115
14.3
LAY
GRAVEL
460
01 10
1 0100
'i0
3
S]L
I
170 50
Dispersanl Correclion:4
OLAY
Waler Iemperalure 25"C
32.5
0r8!
,J
0024
0 001,1
ti ltAVt
tr
100
90
80
.E
|n tj:
:tir:)Nii'
IRetatned
2AO
t':
9 00 9.45 m
271O8t1"
sanrpte: P6/D6
(mm)
:a
f:
,,'
PSS Pandan Jaya, Lot 6942. Nlukim Balai panians, Daerah Metaka lengah,
Locaton : Melaka B;ndaraya Eersejarah
Job
il
ri--"^";r
\
l0
I
60
T
I
50
40
2
I
I
1
i
30
2A
T
10
0
l
0.001
0 010
+
Bll1P6D6 ---+,
BH1P1OD1O
0 100
10.000
Particle Size (mm)
MAS
T
ER IUSI
I)iredor
Ll
i
I.j
MASTER TESTING SERVICES SDN. BFID.
PAITTICLE SIZI] DISTRIBUTION
Project
PSS Pandan Jaya Lot 6942, l4ukim Ba ai panjang, Daerah
Metaka T,]ngah,
Location : l\4elaka Bandaraya Bersetarah
Job No.: [4TS/J386/] 2
Wt.of Dry Soil, :
50 gm
Depth : j6.SO,t6 95 m
Dry Wt.of Soil :
Speclfic Gravity :
2 60 (Asslmed) Date :
2jn'l12
Specitc Gravily :
BH No.:
BH 1
Sampre: p11lD11
BH
No.:
WloiSol
(mrr1)
BH
50
2.60
llelrlh :| iri r r.l
Oale
:\'ir:\.
grn
(AssLrmed)
sanrplc: P22lD22
1
% Passinq
lReta'ne.i
314"
1t2"
10.0
100.00
100.00
100.00
5.0
100.00
20
0.35
100.00
030
070
060
068
140
3/16"
1 18
#25
#36
#52
#100
#200
0.13
026
99.7.1
0.34
Lrm
1.T5
425 Um
300 !m
141
196
2.30
2.82
97.44
94 62
aT2
150
!m
6.22
63
u'
4.49
898
34 64
69.28
100 00
Cofiected
Reading
600
TOTAL
Hydromeier
Time
100 00
100 00
100 00
Reading
50 00
T
Readrng
t (min)
Rh
Elfective
Depth
Hr (mnt
150 50
!5 06
111
90.70
1.86
3.71
9.80
LO4
19 60
000
27 83
35
t115
16.08
55.67
000
50.00
100 0a
Hydromeler
Dlameter
D (mm)
1.0135
fta
156.50
124
'1.01
I5
12.0
164_50
10.8
0.0265
35
1.0105
1.00s5
110
I0.0
9.8
120
10080
8.5
480
1440
10070
75
168.50
172 5a
178.50
182.50
1.0065
7.0
8
152
78 26
69 28
55
2
58
076
3.92
14.3
!r8 02
!6
12.44
1.0150
1
9!:10
9B /0
Reading
Reading
Depth
0.0506
46.17
1.0130
13.5
158 50
0.0365
41 60
12.5
162 s0
10
14120
L0105
110
1.0095
1.0080
1.0070
10.0
8.5
7.5
178.50
73
182.50
88
0.0189
0 0099
1.3
0.0050
31.85
28.60
23.73
63
58
0 0025
2A 41
1.0050
55
184 50
0 0015
18 85
1.0030
3.5
CLAY
SILT
SAND
GRAVEL
Orspersanr
%
Coreciorl
1
D 1,rni)
0 0520
a oal'2
168 50
1t 3
98
172 5A
8.8
6.3
0 0192
0 0t0l
0.0051
190.50
43
0 0026
CLAY
SIL T
SAN L]
0
ti,a:
0:68
tlltAvi
%
Water'l emperature: 2l;'C
0.0
vvater temperalure: 25"C
100
70
I+l
60
,w
50
,11
40
ll
90
80
.E
s
I
I
tl
20
I
1
1A
TI
t
30
0-
0
0.001
0.100
BH1P1iD11
-,+
8H1p22D22
1.000
10 000
10|
Palticle Size (mrn)
NIAS I
lrK
I }]S I
tl\(;
,s suN.
rJ
D.
(,r0a
l
fr
t..
t.
MASTER TESTING IiERVICES SDN. I]t{D.
I
PARTICLE SIZII DtSTItrBU.l.tOr.'
Projeclj
Location
No:
Job
PSS Pandrrn Jaya, Lot 6942, Mukim Ba ai panjang, Daerah lrletaka T?ngah,
: l,le aka Bardaraya Berselarah.
[4TS/J386/12
:
Gravity:
BH No.:
BH 2
50 gm
Depth :
2.60 (Assumed) Dale
W of Dry Soil,
Speciilc
S.Sieve No
3.00-3
45
OrywlolSoi,:
m
27rc8/12
Speciilc Gravity
BH
Sample: p2lDl
NO.:
Wi of Soil
200
112"
14.0
3/8'
10.0
3t16
#8
2.60
BH
qnr
Defllr
(Ass,rmed)
tJ.l.
l0l
50
20
0.07
014
100 00
100.00
100.00
99 86
I r:i0
t0a oil
100 atj
1.18
2.O4
408
600 Um
4.71
9.42
86 36
425 Um
3.00
6.00
80.36
0.21
#52
300
346
0 42
692
13 44
0.07
0.14
6.93
4.46
13.86
59.58
50.66
0.36
2s 33
aT2
136
50 66
100 00
000
48.50
#T00
150 ijm
#200
63 l-,'
TOTAI
50 00
Elapsed
Timg
t 0njn)
1
8.92
Readirg
Reading
Effeciive
Depth
Rh'
Rh
Hr (mm)
068
49.82
ti /:
!/:i5
!l
Efleclive
Diameler
D (mm)
Readlng
Dep(h
Hr (mm)
144.50
148.50
Rh,
0 130
13.5
158 50
12.3
11.8
1 0155
16 0
1.01 r 5
120
160 50
164.50
39 97
38.35
17 0
13 0
0 0520
0 0370
0l 65
1 0125
108
0 0265
35.10
10145
15 0
l5
8
0 0,1!ril
118
0 Lj:t 5a
0 ar2i5
118
0
8
1.0105
11.0
168 50
s.8
0.0r 89
31 85
1A125
13 0
30
r.0095
152.50
160 50
10 0
172.54
8.8
0 0099
28 60
I0090
95
11A
1r18.50
1?O
174 50
178.50
83
73
98
0 0050
26 97
10.0
8.5
23.73
80
85
172 50
178 50
88
J3
180 50
0.0025
0 0015
I0105
I0095
I0080
1A
184 50
480
1.0080
1440
10075
Dispersanl Correction 4
C
LAY
68
SIL
I
2210
SANt)
Waler I emperat!re: 25'C
01
Srrr
0]l5
0 0,J
15
s^ntr
\'"
Water e'nperalui-a: 25"C
;--
90
-il
80
t'
il
lt
70
ITTT
60
I
50
lt
-l-t
s
30
20
58
D spersanl Cor.ecr on 4
100
-E
t0t 00
100 ttl)
9!r f8
1{J0 00
Cofiecled
Reading
0tl
00
100 rra
It25
#36
Unr
]T I
10
0 010
+Bt12P2Dl
ll
Tl- l'l
_L
0
0 001
.'i
2
Wt oISoil
(mm)
314"
49.82
:
o-
BH2P4D3
o
100
10 000
Particle Size (mm)
r\lAsl ttl{ I lrs
r
l\(;
ibt)N. IJll1]
'-r.,r
,l
MASTER TESTING SERVICES SDN. BHD.
PARTICLE SIZE DISTRIBUTION
'" "':"
t 1;;-,2
Projeci:
PSS Pandan Jaya, Lot 6942, Mukirn Balai panlang,
Daerah Metaka T( ngah,
Localion : I\,4eJaka Bandaraya Bersejarah.
Job No.: MTS/J386/12
Wl.oi Dry Soil,
Speciac Gravily
No.:
BH
:
:
55
2.60
4S
Depth:
Dale :
gm
(Assumed)
BH 2
S.Sieve No.
m
12
Dry Wt ol Soil, :
Specific Gravlly:
aH
No.:
qm
(Asslmed)
BH 2
lln
r'
ri;
. i{,,r t:
:ii I L
Deplh
, U.te
sampre: p6/D5
oisoil
100.00
3t8'
3/16'
14.O
100.00
10 0
100.00
5.0
1.18
425
#36
#52
#100
J200
600 trm
425 Un
300
100 0t)
100
0 31
064
63 t'm
441
0.84
98 52
100.00
47.A3
Reading
I(min)
48.55
T
Efleclive
Reading
Depth
Rh
Hr (mm)
100
!0
I1-r0
00
100 00
100 00
100 00
100 00
150 Um
TOTAL
100 00
100 00
Lrm
1_r0
100 a0
100 00
100.00
100 00
20
#8
100 00
99.36
98.52
0.00
1.54
96 !r2
48.46
50.00
Hydrorieler
T
Reading
Diameler
Rd
D (mm)
0 0464
67 95
000
100 00
Reading
Rh'
Reading
1. 0250
25.5
110 .50
24
Depth
llr
Rh
{mm)
D (n)n,)
1.0210
21. 5
126.50
243
2
1.0190
19 5
134.50
18 3
0 0338
61.25
4
1.0160
1 D24A
16.5
24.s
146.50
114.50
15.3
0 0250
8
i.0135
51 21
1 0220
14.O
22.5
156 50
122 50
12.8
0 0183
42.84
30
1.0115
12.0
126 50
10.8
0 0097
120
36 15
1.0210
1.0185
21.5
1.0095
1.0070
19.0
10.0
7.5
164 50
172.50
23.3
21.3
20.3
136 50
11
A
0 0049
29.45
10165
11.0
182 50
186 50
6.3
0.0025
0.0015
SAND
t5
8
21 09
1.0150
144 50
150 50
158.50
1.1.3
0 00.15
0 0c2:l
12 3
0 0014
CLAY
SILI
1444
1.0060
lJrspeasEni Correction:4
6.5
CLAY
5.3
srL
I
11.7 4
10130
GRIVEL
Dispersant
13 5
Conectio:n-
a/,
Waler lemperature.
25
c
19.2
100
lI
LL
LLI
90
80
?35-
4
-l
0
l
I
i
I
fi
h
1l
il
t]
l
lul
0.001
0.010
*
tl
I
lll
20
10
r-:
ll
40
30
.1 .."
u.0t{1,1
!l
It
50
u.0:l l2
0 (r2:8
IL
u_l
60
l
I
l]1
uJ
70
I
50
2.60
rr
lnetaineo
3/4"
Time
7.95
271A
Sample: P5/D4
Wt
(mm)
7.50
ai
BH2P5D4
-- o-
BH2p6Ds
0.100
10 000
Particle size 1mm)
JYIASII1R
IIlSIIN
rLrt,s st )N.
llr i. tor
flr\,"/l
i
ri
)'!
I
MASTER TESTING SiERVICES SDN. BI]D.
PARTICLE SIZtr; DISTRIB(JTION
Projecl:
PSS Pandan Jaya, Lot 6942, [,4ukjm Batai panjang, Daerah Metaka T:ngah,
Location : lvielaka Balldaraya Bers€jarah.
Job No.: MTS/J386/ l2
Wt.of Dry Soil I
50 gm
Deplh: 10.50,10.95 m
Dry Wi.ol Soil, :
Speciiic Gravity :
2.60 (Assumed) Dare : 2jta\t12
Specific Gravily:
BH No.:
AH 2
sampre: p7lD6
BH No.:
Wl of Soil
lRerained
(mm)
20.0
100.00
1t2"
140
100.00
100.00
100_00
2.O
100.00
0.34
1.18
100.00
1.95
81
t0
292
5.84
150
86
!m
/5
i 00.00
1t86
64 U0
652
5/
292
97.08
s.93
3.26
97.08
100 00
000
2a_14
Corected
Reading
Particle
Diameler
Rd
D (mm)
26.3
25.3
0.0418
1 0115
12.4
106.50
0 0301
82.23
1.0110
115
11 35
1.0105
1
1.46
48 54
s0.00
Effecli!,e
Reading
Deplh
50.00
1
2
1.0260
275
265
1.4245
25.O
112.50
23.8
0.0219
Hr (mm)
102 50
Rh
8
1.0225
230
30
1.4200
0 0160
0 0086
1.0175
124.5A
130.50
140.50
21.8
19.3
'120
2A.5
18.0
i6.8
480
144q
1.0160
16.5
146 s0
1s.3
1.0150
15 5
150.50
0.0045
0.0023
0.0013
SILT
Waler l€mperature: 2,,"C
48.8
483
I
ll
50
40
30
ll
2D
t]
0-
Readinq
Rh
EiJeclive
Depth
H. (mm)
70.85
1.0100
10 5
166 50
168 50
T70 50
62.73
54.60
49.73
10095
1.0085
10.o
9.0
172.5A
'176 s0
1.0080
8.5
46 47
1.0070
178 50
182.50
GRAVEL
29
48
100 00
Hydrometer
Reading
861r.1
1.0
DispersanlCo(ec|on
4
Water lemperature: 25"C
Readlng
D
arfeler
lhD,l
D
t0 I
0 0529
10.3
0
98
8.8
0 0268
0 0t 9l
0 00!t
0 0050
73
0_177
63
0 0025
0 00 t5
tf
SANO
5t
i,l
22.1
_Ltxl
'l llti
_L l_Ll_t
u
ll
li
60
%
./"
%
70
,12
100.00
Dispe16ant Correction:4
,E
r,.
Lrm
Rh'
1.0270
80
99
95
un
Reading
90
4.39
2.41
068
390
878
494
425
TOTAL
100
100 00
t00 00
300
Hydrometer
Time
t (min)
Saniprc: P8/D7
100.00
100.00
63 lrm
-a
2
lLro 00
10.0
Um
i
(Ass'Ined)
100 00
.5.0
600
BH
Depllr L rl' t.
Oalc
:: i,Jlr,
gm
% Passing
%
314'
3/8.
3/16'
#8
#14
#25
#36
Its2
#100
50
2.60
_t ull
I
I
I
t, flll
ti
lI
+ ill
_T It
l|-
t0
rl
T
T
i
TI
l
0
0.001
0 010
*
BH2P7D6 +
AH2PBDT
0.100
1.000
Particle Size (mm)
rou
o*a r or,,oJorr{1{,rcrrs'r-.-.
,,',,,
:1
I1
!
MASTER TESTING TiBRVICES SDN. BI{D.
PARTICLE SIZI] DISTIIIBUTION
I
1:
i
Project:
PSS Pandrn Jaya, Lol6942 [4ukinr Baaipanjang,
Daerah Ntet:ka Trngah,
Location ; l\,1elaka Ba'ldaraya Bersejarah.
Job No.: MTS/J386/12
Wt of Dry Soil, :
50 gm
Depih: 450-4.95 m
Dry Wt.or Soit, :
Spec llc Gravily .
2 60 (AssLrmed)
Dale :
27t08t12
Specifrc Graviiy:
BH No.:
BH 3
Sample: P3/D3
BH
No.:
.S.Sieve No.
i
Wt of Soii
(mnr)
I
% Passing
BH
50
2.60
Dclllr
D.le
9m
(AssLrmed).
3
sanrpre: P4lU4
Wt oi Soi/
l;
lnetainea
3t4
20 .o
112"
14.O
3/8"
3t16"
#8
100 00
100.00
10.0
100.00
5.0
ioo.oo
2.0
100.00
100.00
1.'18
#25
#36
#52
#100
600 !m
425
#2AO
300 Lfir
0.08
0.02
016
004
150 trm
0.11
o22
63 !m
2.37
47.42
tm
sb-a-
TOTAL
Hydromeier
Time
Reading
t (min)
Reading
Rh'
Rh
1
1.0150
155
2
1.0135
100 00
100 0t)
r00 00
100.00
100 00
100 00
100 00
99.84
0.10
020
042
!l!
99 80
99.58
94.44
004
99 76
o.o2
0.07
0.34
000
004
014
068
99 53
!8 90
49 45
98.90
000
50 00
100 00
94 84
100 00
Diameier
Reading
Reading
Rd
O (mm)
Rh'
Rh
143
128
0 .0506
0.0365
0 0266
0.0197
'1.0110
14.0
11.5
10.3
8
1.0070
7.5
182.50
6.3
30
1.0055
6.0
188 50
192.50
4.8
0.0103
3.8
194.s0
33
23
0.0052
0.0026
0.0015
7.47
1.0035
S]LT
SAND
GHAVEL
oispersant
86.0
5.2
00
5.0
4.5
3.5
I98.50
C
lug
8u
/2
T
Depth
Hr (mm)
150 50
156 50
166.50
120
1.0045
480
1.0040
1440
1.0030
D jspersant Corection!1
aLi, 1'
2t-fi||..
u
LAY
lleading
11.3
14 3
46.41
I
41.60
33 47
1.015s
10090
9.5
38 50
148 50
174.5A
2A 41
1 0075
8.0
r
80.50
15.60
12.35
1.0060
1.0050
65
1B6 50
5.5
10.73
1.0040
4.5
U
l
J8
AC)
water
5
16.0
40
Corr6iGi-
%
89
Deplh
Hr (mm)
D (rnm)
0 0.186
0 0356
:.',:l
68
0.0 ]
.,:, rir
0 0103
190.50
194 50
53
43
33
196 sO
CLAY
SILT
83
0 005:l
0 002ai
!
110
t5
t^!i
S/\N D
TemperatuEi2Slf
100
t"il
tr
90
ffi]]i
80
70
|il
-ffit
60
J
50
r.
4A
/,,
20
I
+
0
0.001
0 010
*
BH3P3D3 ---,r-
BH3P4D!
i
lll
TllT l]
llil
I
I
10
I
1111
I
30
l
0 100
l1
i
IT
II
1
I
I
i
LL
I
llll
I
ll
t1
10.000
l!10 r.a1l
Part;cle Sjze (mm)
MAS I
llR
I r,is
I
\/t L]l],s s t)fi_
Difccl!).
MASTER TESTING SERVICES SDN. BHD.
PARTICLE SIZE DISTRIBUTION
Project: PSS Pandan Jaya, Lot 6942, Muktm Batai panjans, Daerah tvletaka T( ngah,
Location : MelakB Bandaraya Eersejarah.
Job No.: [,|TS/J386/12
Wt.of Dry Soil, :
s0 gm
Depth :
9.oO 9.45 m
Dry Wl of Soil, :
Specillc Gravity :
2.60 (Assumed) Date : 2jlo\t12
Specilic Gravily :
BH No.:
BH 3
Sampte: p6/D6
BH No.:
50
gm
260
BH 3
t)epth r: li) t:t .1,
Dale
-,7iutr r,
sanrFrc: P8/Du
100 00
100 00
100.00
100.00
100 00
100.00
100 00
'100.00
0.50
2.22
1.00
99 00
100.00
5.04
10.08
84.18
100.00
2.96
592
78 56
100.00
323
6..16
t21A
100.00
97.88
9.17
18 34
53 76
5.83
21.A5
11.06
4214
r00 00
000
94 56
4210
10235
116 50
1.A22A
.'l:r!
122.54
1.0210
126.50
2" i:r
:t;, I tl
1.0190
134.50
't.o175
1.0160
140.50
146.50
10150
150 50
100
tir
l0
I
I
1
ll
Ezo
l
'fi
uo
[50
s40
930
t+
T
T
(L
I
20
JO
0
0 001
0 010
*
Bt-3P6D6 __.-_
BH3P8D8
0.100
1 000
Particle Size (mrn)
MAS I EI{
10 000
ll0
i)nr!
1r,'
;.1
ii
1
MASTER TESTII{G IiERVICES SDN. BFID.
PARl'ICLE
S
P,oecl o\S Pard
Locallon
,^ Jdyo. t ot 6od2 Vu.mBd.ar
50
60
Gravity
BH No.:
BH 3
Specifc
2
gm
Deplh
(Assumed)
Date
(nrm)
2A.A
1t2"
14.0
10.0
Dry
077
1.54
2.20
4.40
600 !m
5.31
14.62
425
3.27
6.54
3.18
636
]e
10
2A 87
50 00
T
l
34
46 l
arro I
9.17
TOTAL
50
60
l
BH
2
No.:
BH
|
Lrep(rl
(Assrnred)
Da tc
P11tD1
%
r00 00
100.00
100 00
100.00
100 00
98 46
94.06
100 00
100 u0
I00.00
0.43
0.89
83.44
76 90
0.64
10.54
0.93
52.2A
41.74
227
165
43 19
000
100 00
Etfective
grn
3
Relained
2.0
1 18
150 |lm
WtolSoil,
Specfc cravity:
Wi of Soil
5.0
tm
300 g6
# 100
'13.50,13 95 m
27tDBt12
%
lRetained
3/4
:
I
sampJe: P9/Dg
wtotsolT--
#25
#36
#52
p"..ano,Dc..rhV..aLa.t.19an
Me ar a Barda aya Aersetarah
Job No.: MTS/J386/12
Wt.of Dry Sojl, :
3/8"
3/T6'
#8
IZT] D]STRIBUTION
086
99 t4
178
128
186
97 36
96 08
9122
454
330
89 68
86 38
0u0
100 00
Reading
Reading
Depth
Corrected
Reading
Rh'
Rh
Hr (mm)
Rd
D (mm)
1
1. 0085
9.0
--osr6-
1 0080
8.5
7.3
0.0390
4
1.0075
23.73
8.0
176 50
178 50
180.50
7.8
2
6.8
o_o277
22.1A
1.0175
182.50
63
18.0
0 0197
1.40 50
16I
1 0165
17.A
5.8
4.0102
20 47
18.85
15.8
1 0155
0 0175
16_0
144.s0
148 s0
10145
I4.3
0 00!2
15.0
14.s
13.5
152 50
154 50
13.8
1014A
12 3
0 0047
0 0c23
0 0014
srLl
aANu-
I (min)
8
1.0070
1-5
30
10065
7_A
120
1.0060
6.5
480
1.00s0
1440
10045
Dispersani Correcli;M
5.5
5.0
184 50
186 50
190 50
%
Diameter
53
0.0051
4.3
0.0026
Read ng
11 23
13.97
192.50
38
0 0015
5trr
12.35
CLAY
SAN D
GRAVEL
rJ
28.1
1
Hydromeler
f--.rue
I
nn
-
Deplh
Hr (n'rm)
IteadiJrq
D (innr)
1. 0200
2A.5
130 50
19
1 0190
19.5
13.1.50
r83
1 0130
DispersanlCor ecUon.4
1s8.50
CLAY
%
42.1
t3
u t)412
3
%
413
ii'
'n
l3
t
0
100
s0
80
70
.g
60
50
5
40
30
20
10
0
0.001
--:-tltt'on,-
0.010
0 100
1000
lLra
-l
"nt""tt,
Particle Size (mm)
MAStlrlt MI
n-Dl\.
Drrcclo.
'
0 0338
0 02.15
lJ I
tL)
!!u
1
IYIASIfIT< TUSI'ING STTRVICES SDN. BHD.
UU TRIAXIAL COMPRESSION TEST
Project
Jaya, Lot 6942, Mukim Balai panjan!, Daerah
Location . Tengah, Melaka Bandaraya Bersejarah.
=
165.47
No
Depth, m. r
Date Tested
Tested by :
kN/m':
C=
AREA
LOAD
LOAD
STF ESS
LOAD
LOAD
STRESS
LOAt)
A',cm'
div
KN
kN/m'
div
KN
kN/nr'?
CJiV
0 000
0
PSS; Pandan
Sample
N,4elaka
Visual Soil
Description
:
Soft grey silty clayey with some sand.
SPECIIMEN CI:LL PRESSURE >>>
DIAL
DEF ORNI STRAIN
x 0.01mn
ntm
0
0.0
40
4.4
BO
0.8
120
12
160
1.6
240
2.4
32A
0.0
11134
t.o
zr
I
11
.46
lrsr
t,,
lrrsa | .,
32
l38
|1171
4.2 I 11 .84 | .'
I
se Iroz I sr
10 l.o
,o l,r"o 64
l-8.4 I 12 38
4.0
480
4.8
560
5.6
640
6.4
720
7.2
ss lrzs:
800
8.0
1a.s
BBO
B.B
960
9.5
1040
104
137
1120
112
1200
120
rqz Ir::o
rsa ra+z
I
16.8 I 1364
63 l12
7A
=
82
74
] 14
o.02os rB.r)77
I
O A)19 I 20 t;44
o.ozg: lzs.u::
I
0 4341 ) 29 .\22
o 0393 32.167
|
0.0447
B6
rzo irzse
91
14.4
1520
15.2
zoo
Cohe:lion -
Itqta
kN/m2
36.tt62
43 r,o7
osTs I 46
116 1128i
1440
i
o o54o
o
rzs lr:er
te. g I r: sg
|
o.a4s4 I 40 :,28
0 0633
13 6
B
00r70
75
11314
kN/m,
,r ,ro
loo,.n |
il08
82
1
I
t0.0000
12 67
1360
Apparent
l0
os Itl+o | .u
11
I .,,
400
't2B0
A
185
4s loe
i
I st 727
o o7o2 I 54 cBJ
0 0663
I
20 Io.o,uo L.n..
30 loor,r | ,n ,0.,
34 Iooru, I rrrn.,
40 lnn.no lro.,,
50 I o.o,uu I ,, o.n
59 itl0.045s I 38 44s
67 loo.,, lor,rn
76 lo.osso l+e.a:c
82 l o ou.. L, urn
Bs Ioouu, |,,ooo
93 lA0717 157.27A
sB I o or.u Lo no,
ros I o.ozgs I ar gsr
tog loosar la+;er
rr:
looezz icn:aq
96
0 0741 156.J67
100
0 0771 I 58 000
rra loosro loa++o
105
o
o8lo I 60 14s
lnnoo, loo"nn
10s
o.o841 I 61 65s
113
o.oB72 I 63. r r3
117
119
,r,
na looarzlztzta
r:o
r'
I o.roos
0.0903 I 64 509
o.oer B I 64.750
rss
lo.roru 1r...,,
loroar Iz:+oz
I
I zz ooz
Strain Rate : 1.6mm/mln
Dia.38r.m Specimen
!l 50 10
I
r:tl)
2BlABll't
Ln Raz.1i
24821
II
LOA
3l
1t
Angle
-
degree
2,: 2)t.
,,,
tzl 4!
1!,t
49 10,
0 0 r;a
6r Io onl
1. 0.lr'- '
BB |I 0 tri,;,1
.1'"i.
.i1l Illtl
,11 ri'
ss
I n nrno
li.l l)l
o, "o
il: ir I
;.r1,
,
,o
1
ltr
I
,r,
,
0 Olrii
/ o ooro
kN
: 0.0918 0.1041 0.1412
kN/nt' : 64.76 73.47 100.90
Lateral Pressure,kN/mi . 82.74 165.47 248.21
Total Stress, kN/m'? : 147.50 238.94 349 l1
Load al Failure,
Density : 1.75
ry
: 1.30
lvloisture Conle|t : 34
Bulk
Mg/m3
Dry Ders
Mg/m3
.A
t.... For UU Ref€rr to graph.
Id{ASIER
I
5rl;l
;:
tr 2{
,.,n ln,no,
taz io r ogr
,no ]0,,n
ls6 | 0 r2o.l
!r
,o,
u:i:rtl
tos
) n ,r0.,
I o t:qr,
11?,
0 133i)
,ru
8') lri
lr5
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lli illi
!r!r 4l
lo,,r,
lBl l0
r4t2 I0| I]i
,u,
lo
,0.
IYt'E
Normal Stress,
lijlt
0 lli'
trl !,l1r
i',n,n,
t) 025f
Shearing
Resistance
:i r tiliL tl
100000
2t
t'
lllirillr'
FAlt utir
r'>
k I'Jil/ ll
r
ktl
0
10.0000 10000
Bl lTi UD
lnlLrllnardlal.
10(r ii
i
YTAS'I'II,R TESTING SERVICES SDN. BHD.
O
@
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t-
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d.
o-
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F
ryrAsI'I1I{'r'ESTING TiERVICES SDN. BHD.
F,j
fi
UU TRIAXIAL COIVIPRESSION TEST
Project
r.l
PSS Pandan Jaya, Lot 6942, Nlukim Balaj panjang Daerah Melaka
Location ;Tengah, lvlelaka Bandaraya Bersejarah.
Visual Soil
SPECIMEN CFLL PRESSURF >>>
A:
68.95
kNrm,
B
Sarnple No.
BH2A]D2
Depth, m.
8.00 3.50
Date Tested
27
Tesled
Fll Razali
= 137.90
kN/m'
t08t12
206
84
fl
I
t:si
fi l'1./f
0
0.0
0.0
11
.34
40
0.4
0.5
11
.40
BO
0.ll
1.1
11.46
34
0.0262
120
1.2
1.6
11.52
40
0.0309
160
1.(;
1.58
47
240
2.4
3.2
11 .71
4.2
11
1
320
r'
k l'.]/n
li
)
0.0000
0.000
0
0.0000
0.000
0.a17 7
15.563
32
0.a247
21.653
31
0.028 5
44
0.0339
2
9.61 6
51
0.0393
34 f,2
26.7 B0
53
0.0409
35.484
60
0.0463
4{)
0.0363
31.299
61
0.0471
40.621
70
0.iJ540
4(i ir I fi
60
0.0463
3
9.5 26
74
o.0571
48.749
B4
0 064t]
55 ir:r' i
.84
TO
0.0540
45.612
B6
0.0663
56.03 8
95
0.0733
611r0:'
ll7
0
0
0.0000
ll 0rlll
0:i;
25
/,
tii)
400
4.0
5.3
11
.97
79
0.0609
50.91 l
95
0.0733
61 .222
105
0.08 t0
480
4.8
6.3
12.10
B6
0.0663
54.806
104
0.0802
66.278
113
0.08 72
560
72 0 i:l
5.6
7.4
12.24
0.0710
57 .9
/1
110
0.084s
69.314
119
0.091 8
74
1rU:
640
6.4
8.4
12.38
97
0.0748
60.4?,7
114
0.0879
71 .01 B
123
0 0949
iai
1-12,1
720
7.2
9.5
12.53
101
0.477I
62.1 96
117
0.0903
72.449
126
0 0972
800
10.5
'12.67
7t5!l
8.0
105
0.08't o
63.907
119
0.0918
72.428
129
0 0995
7ll
BBO
B.B
1 1.6
12.83
108
0.0833
64.9(;0
120
0.0926
72.178
13l
0.101
I
78 7{r.r
960
9.6
12.6
12.98
110
0.0849
65.375
120
0.0926
71 .319
131
0.10
1
1040
10.4
13.7
13.14
110
0.0849
64.5€
B
118
0.0910
69.285
128
0 0987
1120
11.2
14.7
13.30
10B
0.0833
62.640
116
0.0895
67 .2Bo
1200
12.0
1
5.8
13.47
105
0.081 0
60.14 8
1280
12.8
16. B
13.64
1360
13.6
1
7.9
13.81
1440
14.4
1
8.9
13.99
1520
152
200
Apperent
Cohesion -
r
f{ii
51
1,
77 B5(l
75
I
5,:
14.1a
kN/m2
Strain Rate : 1.6mm/mirL.
FAILURE
Dia.3Bmm Specimen >>r
TYP E
Shesring
Resistance
Angl€) '
degree
Density : 1.80 N,4g/m3
Dry Density : 1.35 [/g/m3
Moisiure Content : 34 %
Bulk
kN
: 0.0849 0.0918 0.101 i
kN/m, : 65.38 72.43 78.79
Lateral Pressure,kN/m, : 68.95 137.90 206.84
Total Stress, kN/m, : 134.32 21A32 285.64
Load at Failure,
inlernrediatc
Normal Stress,
For UU Refer to graph.
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UU TRIAXIAL CO]VIPRESSION TEST
Project
Sample
PSS Pandan Jaya, Lot 6942, Mukim Balai Panjang, Daerah lvlelaka
Date
Visual Soil
Description
:
SPECIN/EN CE:LL PRESSURE >>>
DIAL
DEFORIM STRAIN
AREA
A
= 55.16
LOAD
=
Tesled :
27lABl12
bv :
kN/m'
C=
110.32
STRESS
LOAD
LOAD
STRESS
LOAD
LOAD
div
KN
kN/m'
div
KN
0
0 0000
KN
0.0
11.34
0
0.0000
0.c00
0
0.0000
0.000
0.4
0.5
11.40
-11
0.0085
7.413
10
a.o077
6.767
80
0.8
1.1
11.46
16
0.0123
10.t 69
17
0.0131
11.442
120
1.2
1.6
11.52
20
0.0154
1
3.:.90
22
0.0170
14.729
23
o.0177
15.:16
29
0.0224
19.312
0.0239
20.422
43
0.0332
28.327
0.0309
26.C64
59
0.0455
38.445
7B
0.0602
50.267
0.0
40
160
1.6
240
2.4
320
3.2
2.1
11.58
11 .71
4.2
11
.84
40
11.97
51
0.0393
32.8 67
6.3
12.10
60
0.0463
38.237
97
0.0748
61.817
5.6
7.4
12.24
70
0.0540
44.149
118
0.0910
74.355
640
6.,1
8.4
12.38
0.0640
51
.706
139
0.1072
86.592
720
7.)
800
8.0
880
B.B
'1
960
400
4.0
480
4.13
560
12.53
94
0.4725
5 7.8
85
160
0.1234
98.528
10.5
12.67
104
0.0802
63.299
180
0.1 38
I
109.556
1.6
12.83
117
0.0903
70 _373
196
0.1512
1
9.6
12.6
12.S8
126
0.4s72
74
.BB4
222
0.1 713
131 .939
1040
10.4
13.7
13.14
132
0.1 01 8
77.505
245
0.'1890
143.854
1120
11.2
14.7
13.30
141
0.1088
81.730
260
0.2006
150.800
275
0.2121
'1
i
47
LOAD
div
0
165
B
A',cm'
mm
En Raza
kN,'m?
kN, m'
x 0.01mn
l
6.50 7 00
Tested
Soft grey silty claye wiih some sand.
BH3/UD
m. :
Depth,
Location Tengah, lvlelaka Bandaraya Bersejarah.
No. :
kl.l/rrr'
st
t.t
L::
t) 0ttl
t
I
l
17.890
57.531
1200
12.O
1
5.8
13.47
152
0.1173
87.072
1280
12.8
'16.8
13.64
158
0.1219
89.377
298
0.22 99
168 57;',
.1360
13.6
17
165
0.1273
92.156
311
4.2422
1751i!:'
1440
14.4
18.9
3.81
'13.99
176
0.1358
97.0 39
331
0.2553
182 l,0il
1524
15.2
20.0
14.18
183
0.1412
99 5tB
Apparent
.9
Cohesion *
1
kN/m2
Strain Rate : 1 .6mm/m n.
Dia.3Bmm SPecimen
Shearing
Resistance
Angle
*
Density : 1.81
: 1.4o
Dry Density
Moisture Content | 29
Bulk
degree
N,4g/m3
N.4glm3
r'>
: 0.1412 0.2121 0.2677
Normal Stress. kN/m'z : 99.59 157.53 188.B4
Lateral Pressure.kN/nr' : 55.16 110.32 165.47
Total Stress. kN/m' : 154.75 267.85 354 31
Load at Failure,
kN
0 2677
FAILURE
lYPE
lntermediali]
%
*.... For UU Refer lo graph.
uli{,.
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IVIAS'IIlR 'ESTING SIERVICES SDN. BHD.
UU TRIAXIAL COIi/IPRESSION TEST
Project
PSS Pandan Jaya, Lot 6942, Mukim Balai panjang, Daerah Metaka
Location :Tengah, l\,4elaka Bandaraya Bersejarah.
No. ' Bll3/UD2
Depth, m. :
I50 10 00
Date Tested : 27lOBl12
Tested by :
En llaza
B = 165.47 kN/m,
C: 218.21
Visual Soil
De6cription
:
Soft grey silty clay.
SPECIMEN CELL PRESSURtr >>>
DIAL
DEFORM STRAIN
x Q.01mn
m'T1
i
A:
82 74
kN/m'?
LOAD
STRI:SS
LOAD
LOAD
STRESS
IOAD
LOAt)
A',cm'
div
KN
kN/m'?
div
KN
kN/m'?
div
KN
0
0.0000
0.000
0
0 0000
{l It)1r
4.4247
21 tiS
0.0
0.0
11
.34
0
0.0000
0.010
0.4
0.5
11
.40
30
o.0231
20.300
BO
0.ll
1.1
11
.46
11
.52
45
3.2
11
.71
_il
1.6
160
1.t;
2.1
240
0.0293
-sI l{ lii1.
30
0.0231
20.300
32
40
0.0309
26.923
4B
0.03 70
:12
47
0.0363
31.467
5S
0.0455
:i
6B
0.0525
45
54 0I,r
0.0347
30.1 28
50
0.0386
33.296
54
4.0417
35.960
60
0.0463
39.5 26
63
r
30il
!l 5{r
I
)li
l
0.0486
41
.502
82
0.0633
320
3.tl
4.2
11
.84
69
0.0532
44.931
73
0.0563
47 .567
92
00710
59 Ir4ll
400
4.0
5.3
11
.97
76
0.0586
48.9 /8
BO
0.0617
51.556
r00
0 0771
64
480
4.tl
6.3
12SA
82
0.0633
52.257
0.0656
54.'1 6 9
101
0.082 5
{l1l J3(i
560
5.€i
7.4
0.0671
54.8)-1
90
0.0694
56.711
113
0.08 72
'i
040
6.4
56.6r10
95
0.0733
59.1B1
115
0.088 7
71G,l
720
7.2
0.0756
60.349
112
0.0864
0ll
800
1
44.1
)\j.t
12.38
91
o.o7 02
9.5
12.53
95
0.0733
58.5r)1
SB
8.0
10.5
12.67
93
a.0717
56.6()4
100
0.0771
60.864
110
0 0849
6ti
!.ra;
080
B.B
11.6
12.83
91
0.0742
54.735
102
0.4787
61.351
108
0 0833
r:14
!l(li
960
9.6
12.6
12.98
BB
0.0679
52 300
103
0.0795
61.215
1040
10.4
13.7
13.14
103
0.0795
60.478
'1120
11
.2
14.7
13.30
142
o.o7 87
5S.160
1200
12.t)
15.8
13_47
100
0.0771
57 .284
12BO
12.8
16.8
13.64
'1360
1
3.6
17.9
'1
1440
14.,t
18.9
13.99
1520
15.2
200
Apparent Cohesion
3.81
14.18
kN/m2
Strain Rate : 1.6mm/mir.
FAILUIIE
Dia.38mm Specimen >;.>
TYP E
Shearing
Resistance Anqle
Load at Failure,
Density . 1.75 Mg/m3
Density : 1.12 N,4gim3
N,4oisture Content ; 56 %
Bulk
Dry
kN
: 0.0733 0.0787
0.0887
n
lermed iale
: 58.50 61 .35 71.64
Lateral Pressure,kN/m'? . 82.74 165.47 248.21
Tolal Stress. kN/m'? | 141.24 226.83 319.85
Normal Stress,
' .
!
r.
LOAD
40
1
kN,/ri
AREA
0
120
Sample
kN/m'?
For UU Refer to graph.
qHi.
\,.Dlr 'r"to'
l
!1tl1
I
]YIA5
II'K
TT,S T iNG S;EITVICES
SDN.I]FID.
LT{CONTINED CO]VIPRES SION TEST
Project r
PSS Pandan Jaya, Lot 6942, l,4ukim Balai panjanE,
D""ruh t,4"l"k"
: Bltl/UD
m. i 9.50-jO 00
Tesied By
: Erj Raza
Dale Tesled 27 lAU 12
Sample Size :.Dia.38ntn) x l ll t.arl,,
Strain Rate
12nrnt/min
Load Factor 0.00077I4 tiN/,tL
Defornr Dial : 0 01 nrntdiv
Corrected Area I A' cni2
BH/Sar.ple No.
Tengah l\lelaka Bandaraya Bersejarah.
I
Depth,
l
0
0 000
0.0
11
.34
0.0000
0.000
4A
1.016
0.5
11
.40
20
0.0154
'13.533
0
BO
2.032
1.1
1
1.46
29
0.0224
19.521
120
3.048
1.6
11.52
39
0.0301
26.115
160
4.464
2.1
1
1.58
48
0.0370
31.975
240
6.096
3.2
1't .71
65
0.0501
42.819
BO
0.0617
52.122
0.0679
56.711
B5
0.0656
54.189
320
8.128
4.2
11.84
400
10.160
5.3
11
480
12.192
6.3
12.1A
.97
SAI\4
560
14.224
7.4
12.24
B1
0.0625
51.049
640
16.256
4.4
12.38
75
0.0579
46.733
720
1B.288
9.5
12.53
800
20.320
10.5
12.67
BBO
22.352
11.6
12.83
960
24.384
12.6
12.98
1040
26.416
13.7
13.14
Water
1120
28.448
14.7
13.30
Wet
1200
30.480
15. B
13.47
1280
32.512
16. B
'13.64
PLE
FAILURE
Content,
Density, M!t/m3
Dry Densily, l,4q/rn3
",1,
1360
34.544
17.9
13.81
Failure
1440
36.576
18.9
13.99
Max.Cornpressive
1520
38.608
2A
14.18
Strength
Strajn,
,fo
lrir
I :i.l
:
t
N
E
z
530
0)
a20
1
0.0
1
5.0
200
250
3fl 0
Srrain (%)
S
MIA,Sii.R TLSTI
Directot
DN.
1VIAS
I'I!R'I'IJSTIN G I;ERVICES SDN.BHD.
TJNCONFINED COIUPRES SION TEST
Project :
Location
PSS Pandan Jaya, Lot 6942, Mukim Balai panjanll, Daerah lielaka
Tengah, [,4elaka Bandaraya Berse].arah.
:
VisualSoil
Discription
:
Soft, grey silty clay.
DlAL,dIv lDEFORM,nrm STRAIN,% A',cm2 I
I
:
0
0.000
0.0
40
1.016
0.5
rr:a
I
BO
2.032
1.1
3.048
1.6
160
4.064
2.1
240
6.096
3.2
320
4.128
4.2
400
10.160
5.3
480
12.192
6.3
560
14.224
7.4
640
16.256
8.4
720
18.288
9.5
800
20.320
10.5
880
22.352
11.6
960
24.384
12.6
1040
26.416
13.7
1120
28.448
14.7
120A
30.480
15.B
L,0,
1280
32.512
16.8
1360
34.544
17.9
L..uo
tt
0.0000
0.000
10.827
32
0.0247
21 .540
43
0.0332
28.794
0.4424
36.638
I
74
0.0571
4A 748
I
88
0.0679
57.334
I
98
0.0756
63.156
'105
0.0810
66.940
AT
lt0
0.0849
69.325
FAILI.JR F
113
a.o872
70.411
115
0.0887
70.799
0 0856
67.581
107
0.0825
64.333
100
0.0771
59 430
1440
36.576
18.9
1520
38.608
20
I
Lro,
1::l:l
| ,r'u
I
i;#
l
'.nn
|,oru
STRESS,kPa
0.0123
0
l''''
I rrsa
I r:.er
I
16
I
l;1,;:l
l'" ot
lril:
LOAD,kN
I
11140
120
LOAD,d jv
: BH2/UD2
m. : 8.00-8.50
Tested By
: En ltazali
Dete Tesled : 27/Agt12
Sampie Size :.Dia.38mrr x Hl ;aillr
Strain Rate : I2'nm/nrir
Load Factor : 0.0007 /1,1 LN/(l !
Deform Dial : 0.01 mm/div
Correcled Area : A' cnl2
BH/Sample No.
Depth,
|
11
'1
SAMPLE
m
Coftenl, yo
Density, M9/rn3
Dry Denslty, Mg/nr3
Water
i
11
Wet
I
s1
I
:aillre
I
Strain,
%
.
\,4ax.Compressive
I
Strenqth,
I
kN/m2:
tll
A50
c
!40
o ^^
5JU
U)
10.0
1
S
5.0
kain
20.0
25.0
(%)
srRt/rlcrs sfi\'
3{l
0
i
1YIAD
I TIS
IING |JERVICES SDN.BHD.
LI}JCONFINED COI4PRES SION TEST
11
,
IIJI(
Project
,
4
ess
punoun.r"yqi;;
B;F;Fg,
t;;i,
Dr""h M"hk"
BH/Sample No.
Tengah, Melaka Bandaraya Bersejarah.
!
Tested
Visual Soil
DiscriDtion
Soft grey sitty clay with come sand.
DlAL,drv lDEFORNr,mm STRAIN,% A'crn2 | LOAD,div
0
I
i'
i"
m.
By
Date Tested 27tABt2
SarnpJe Size ..Dra.38nrnr r ljl ;i/rr/
Skain Rate : 12mh/m,.
Load Factor : 0 00077i4 kN/d v
Deforn'l Dial : O 01 mm/dr,r
Correcled Area : A'c 2
Depth,
Location
0.000
0.0
11 .34
0
LOAD,IN
STRESS,kPa
0.0000
0.000
40
1
.016
0.5
11 .4A
6
0.0046
4.060
80
2.O32
1.1
11.46
I
0.0069
6.058
11 52
11
0.0085
.7.366
0.0100
8.660
120
3.048
1.6
160
4.064
2.1
1
1.58
13
240
6.0s6
3.2
11.71
20
0.0154
13.175
320
8.128
4.2
11 .A4
26
0.0201
16.940
400
10.160
5.3
11
.97
35
0.027 0
22.556
SAMPLE
480
12.192
6.3
12.10
44
0.0339
28.051
AT
560
14.224
7.4
12.24
54
o.0417
34.032
FAILU RF
640
'16.256
8.4
12.38
66
0.0509
41.125
0.0609
48.636
720
1B.2BB
9.5
12.53
800
20.320
10.5
12.67
87
0.0671
52.969
BBO
22.352
11.6
12.83
91
0.4702
54.713
960
24.384
1040
26.416
1120
28.448
12.98
93
0.0717
55.27A
13.7
13.14
90
0.0694
52.836
14.7
13.30
85
0.0656
49.300
80
0.0617
45.814
: BH3/UDl
: 6.50,7 00
: En Razalj
N
Contefl, y"
r'Vet Density, Mg/m3
fry Densily, M9/m3
y'Vater
1200
30.480
15. B
13.47
1280
32.512
16.8
13.64
1360
34.544
'17.9
13.81
:ajJure
1440
36.576
18.9
13.99
vlax.Compressive
1520
38.608
20
14 18
Itrength,
Skain,
;'lr
Itil
:
l
t:
%
kN/m2:
55.1
N
E
z_53U
c)
a20
1
0.0
1
5.0
20.0
250
Strain (%)
rrlll'
Dirsctat
r;
t'
IVTAS
t,
IIK
I
I ES I'ING SERVICES SDN.BHD.
I]NCONFINED COI\{PRES SION TEST
i
Project :
I
i:
Location
PSS Panden Jaya, Lot 6942, Mukim Balaj panjan l, Daerah
Tengah, Melaka Bandaraya Bersejarah.
Depth,
:
VisualSoil
Discription
i
i
:
Soft grey clayey silt.
DlAL,diV
DEFORM,mm
STRAIN,%
0
0.000
0.0
111
40
1.016
0.5
l,'on
24
0.0185
16.240
BO
2.032
1.1
rr
0.o278
24.232
120
3.048
I 11.52
36
46
0.0355
30.802
160
4.064
36.638
240
6.096
A'pm2
I
:,
]
.:
LOAD div
34
ao
0
: BH3/UD2
m. : S 50 iO 00
Tested By
: En Razati
Date Tesled . 2/-lA8/12
Sample Size :.Dia 38mm \ l it ;0rIir
Strain Rale : l2rnnr/mn
Load Factor I 0 0007714 kN/LirJ
Deform Dial : 0 01 mnvdiv
Corrected Area : A' cm2
BH/Sample No
LOAD,KN
STRESS,KPA
0.0000
0.000
2.1
|
I
1r s8
55
o.0424
0.0532
45.454
4.2
|,',,ga
69
8.128
I rr
B1
0,0625
52.773
400
10.160
5.3
l
0.0694
58.000
SAMPLE
12.192
6.3
IL
r'o
90
4B0
0.0748
61.840
AT
560
14.224
7.4
103
0.0795
64.914
FAILU RE
640
16.256
8.4
I
tzzd
3s
10B
0.0833
67.295
720
18.288
9.5
I ,r.u,
111
0.0856
68.336
800
20.320
10.5
12.67
113
a.4872
68.799
880
22.352
11.6
12.83
116
0.0895
69.745
960
24.384
12.6
12.94
117
0.0903
69.533
1440
26.416
13.7
13.14
117
0.0903
68.686
Water
1124
28.448
14.7
13.30
115
0.0887
66.700
Wet
1240
30.480
15.8
13.47
1280
32.512
16.8
13.64
I
rr n,
12
m
Content, %
Denslty, lvlg/m3:
Dry Density, Mg/m3
1360
34.544
17.9
13.8'1
Failure
1440
36.576
18.9
13.99
l\,4ax.Compressive
1520
38.608
20
1414
Strenqth,
Strain,
56
/!t
1,,
%
t1
kN/m2:
a50
€
340
8so
a
0.0
5.0
10 0
1
5.0
litrain
200
3{l
25.O
0
(%)
Cts
9t|ectdF
sljii.,)
r'
t:
t'
!
PHOTOGRAPHS OF t]OREHOLES
I,OCA'TTOT{ OF
BII-I
DISTURI}ED SA]\IPLE OF B}I-
I
l-ocATtolr oF
:1.
BH-2
I '!
,DISTURBED SA]!IPLI] OF AH.2
I,OCATION OF B}i-3
DISTL,RBTD SAIUPLE OF BH-J
MACKINTOSH PROBE ]'DSTS IN PROGRESS
MACKIN'I'OSI{ PROBE
1 ESTS
IN PROCRESS
SITE PLAN
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