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II?:GEOLAB (M) SDN BUD (Reg No. ·210351-V) ENGINEERING LOG Foundation, Soil & Concrete Specialists [ (re.d Method: 8S5930· 1999)
pI' I'Project: 041 1v Cp~~ 2) Borehole No. ; ~ CZS 6 - 0 ~
P~~lr __ Jheet i __of 3 _
Client/Consulting Engineer: Job No, :
Type of Boring 12.. w. ~ Coordinate E . "~01· ~1-S' ~educed I::Yel_J~'JZ3_ D~Started__ it> /8" 1:201S j-...-:-~-------- ---
Date Completed. II Trr 7~o-''; - Boring Diameter 3 ihdl N -1 ~D!f-' '10:l I i':' Standard Penetration Test
Depth Sample Depth gf ., I-~~ ~T-Soil Description & Lithology Remarksu _5.9 75 75 75 75 75 75 I N(metre) Reference (metre) ...J
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- I SCALE OF STRENGTHLEGEND WATER OBSERVAnON
- Thin Wall Tube ~--__r---r------r_-___ICohesive Soil - Piston Sample
1- (N) 0 2 4 8 15 30
~ Meizer Sample LLI-,-I_--11__---'1 1Date Time VS S F 51 VS, H- Split Spoon Sample
- Rock Cored ~l~ I~ r~ F-!Y' "--: 4~ (C,. 01> ?- .;1~ _ Non·Cohesive Soil ~ . Wash Boring
UD - Undisturbed Sample o - Disturbed Sample 1---'--11--,-/-0 b'L{-S- b· 01> 10 ·1?17 (N) I f IL ----.JILO__-ltOV_.,~q.·=--jOgJ! P - Standard Penetration Test /_ ,.. , ill.of- la.9> ?:f.O VL L MD D VD CL . Cored Length __. c..o f' frI ~ D_'" _~ .__ ..I-~ _ Note: S (.I'o!t): ,.. (I-inll): Sf (.lo(D: /I (/1,,,,1): I. (I.v".'·"): IJ (/),,11.'<')
TCR • Total Cored Recovery RQD - Rock Quality Designation 1--__ - - ~. - - /k::----- --- LoggedlSlJpe~d ~~.£ ~ma By""V - Vnne Shear Test Pm - Permeability Test Pr - Pressuremeter Test f---- -- /' _ ~~~_:.... : Wl - Water Level ,- -' /f
(Rea. N•.: 210351·V) ('
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It ..:GEOLAB (M) SDN BUD (Reg No..·21035l-V) ENGINEERING LOG Foundation, Soil & Concrete Specialists [ (fe.vl Method: 8.1'5930: 1999) 1
Project: 01".( I i> V lp ~~ ;1.) 6.t:t~.' Borehole No.. 'd ~\1 B3 - \) ~
?~ ~F-Atl <r . _.__S_he_e_t_ ~ _3 3
Client/Consulting Engineer: Job No. :
Type of Boring R· VII . ~ Coordinate E . Reduced Level· Date Started 10 f~ (::to\';
Boring Diameter..
Depth Sample (metre) Reference
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- Thin Wall Tube - Piston Sample - Meizer Sample Time - Split Spoon Sample
Date
~ Rock Cored ~ . Wash Boring 1-----1- - UD - Undisturbed Sample D . Disturbed Sample P - Standard Penetration Test CL - Cored Length TCR . Total Cored Recovery RQD . Rock Quality Designation f----- V - Vnne Shear Test Pm - Permeability Test Pr - Pressuremeter Test WL • Water Level
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SCALE OF STRENGTHLEGEND WATER OBSERVATION
'6 ;h~ ---- N .. Date Completed.. II/%" r:J.-o Ib
t- Standard Penetration Test Depth ~ " - rSoil Description & Lithology Remarks8·g 75 75 75 75 75 75 N(metre) ,...l
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Note: .I' ('~ofi); /; (I-,rm): St lSIif./}: fI (flard): 1_ (Lo,,-ve); J) IIJ""-,,,)
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1 ;Ij:GEOLAB (M) SDN BHD (Reg. No.• 2/035/-V) ENGINEERING LOG Foundation, Soil & Concrete Specialists [ (fe.,' Me/hod: HS5930: 1999)
16.~":l Borehole No. : ~ ~ 3 - o~
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Project: 0 u I j" ( P\tl\~~ d- )
Sheet 61------------ ------------------ _ -----'----' Client/Consulting Engineer: Job No. :
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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
Reduced Level· Type of Boring fl. -~ •~ Coordinate E • Date Started \0 /~ /:l()lS1------------'------- f--- -. - --- ---
Boring Diameter. b\h~ Date Completed. I\T'£{ /'J..o l~
c Standard Penetration Test
N
., 1-- --,---,-- Depth Sample Depth ~ Soil Description & Lithology Remarks758·g 75 75 75 75 75 1 N
~ ~ mm mm mm mm mm mm (metre) Reference (metre) ....l
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300
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• _1 StlJAL _OF STRENGTH WATER OBS.,;RVATION Cohesive Soil
Time Depth Casing WL (N) LIe-....ll_--,i .L.115_--..----~loDate 1m) 1m) 1m) VS 5 F St VSt H
_ _ __ Non-Cohesive Soil (N) 0 4 10 30 50
I I I I I-- -----+-----1----1 VL L MD () VD
_ _ _~ _ ---1- Nole: S (.Vo{t); I: (1-'rllI): .1'1 (SIifj): /I (Hard): I. 11.",!se); IJ (DeIlSi-)
~"RQD - Rock QualilY De'ignation __ ervrviisseD B.Y ~ I_'C~_-'--~~'OPJi/Sup.e·VnneShearTest :::::t~~ '~_ ~!~
Pm -PermeabililyTe'l --- - - - <~- r;; ::::"""" E:.__.......... ~.! -' Pr - Pressuremeter Test t.M"f ~_ RWI
L...:WL~..:..- L~ev!!.el ....L -l ..l..-__....L ----I. ~~W~a~te!.!r __ __ __
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