bhn 83-06 (ammend)

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  • 7/23/2019 BHN 83-06 (AMMEND)

    1/3

    I

    lEi! GEOLAB (M) SDN BUD

    (Reg.

    No . 2/035/-V)

    ENGINEERING LOG

    ...

    .. . Foundation, Soil

    &

    Concrete Specialists

    r[ fHI Me/hod: BS5930 /999)

    l

    }

    Project:

    041 1'1 [ P ~ ~ 2 )

    ~ ~ l r

    P ' '.'

    Borehole

    No.

    :

    Sheet

    Client/Consulting Engineer:

    Job No. :

    c

    Standard Penetration Test

    - - - - ,

    f l

    6

    'i

    J.ft.

    K1

    PI

    D,4

    -

    Pit

    Soil Description

    &

    Lithology

    8g 75 75 75 I 75

    (metre) ...J

    ~ ~ mm mm mm mill

    -

    -

    - LOp $'1>h...

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    75

    mm

    3

    ~

    3

    75

    mm

    '1

    tt

    it

    I

    Remarks

    N

    o

    II

    II

    SCALE

    OF STRENGTH

    EGEND

    WATER

    OBSERVATION

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

    ----tCohesive

    Soil

    - Piston

    Sample

    - Thin Wall Tube

    (N) 0 2 4 8 15

    30

    Depth

    Casing WL

    Date

    Time

    LL I--'1_---'1 .LI__ -,I

    - Meizer Sample

    (m)

    (m) (m)

    VS S F St VSt H

    - Rock

    Cored

    Split

    Spoon

    Sample

    10

  • 7/23/2019 BHN 83-06 (AMMEND)

    2/3

    ffi] GEOLAB (M) SDN BHD (Reg ..2/035/-V

    ENGINEERING LOG

    Foundation, Soil & Concrete Specialists

    (re.,t Melhod: BS5930: /999

    f

    1

    ~ _ t t ~ -

    roject: O\.

    I

    j V lp

    ; t

    Borehole No. . ,J '83 - yr > 0

    .

    ~ l < - A t l tr .

    -

    She _t

    _ _---.5 _3

    Client/Consulting Engineer:

    Job No.

    :

    Type

    of

    Boring R

    VII

    .

    ~

    Coordinate E :

    ~ ~ - ~

    Boring Diameter: '6 ih d N :

    Remarks

    75 75 75 N

    Date Started 101 (; (=to lo;

    Date Completed . if

    T:lOlb -

    Standard Penetration Test

    nun mm mm mm mm mm

    c

    8.g

    75 75 75

    '

  • 7/23/2019 BHN 83-06 (AMMEND)

    3/3

    1

    I

    I

    i3 I J

    GEOLAB (M) SDN BUD (Reg No. 210351-V)

    ENGINEERING LOG

    Foundation, Soil & Concrete Specialists

    .. . .

    ([e.'1 Me/hud: HS5930: 199Y)

    I6.\1N .(

    Borehole No. : ~ 3 - stir 0 "

    Project: 0 U I 0" (

    P

    t A ~ s ~

    )

    P ~ ~ A - J \ :

    Sheet 6 of

    ~ ~ ~

    - -

    Client/Consulting Engineer:

    Job No :

    Type

    of

    Boring

    Boring Diameter.

    Depth Sample

    (metre) Reference

    -

    -

    -

    ~ ~

    -

    -

    ---::

    I.; .cso::

    -

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    =

    -

    1 9 ~

    to-=

    -

    18.q O:

    -

    -

    -

    -

    Thin Wall

    Tube

    - Piston Sample

    Time Depth Casing WL

    Date

    Meizer Sample

    (m)

    1m) 1m)

    Split Spoon Sample

    - Rock Cored

    .

    - Wash Boring

    -

    UD Undisturbed Sample

    D - Disturbed Sample

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

    ~

    P - Standard Penetration Test

    CL - Cored Length

    - 1 1-

    TCR Total Cored Recovery

    RQD Rock Quality Designation

    -

    t

    t

    V - VD.ne Shear

    Test

    Pm

    -

    Permeability Test

    t

    Pr - Pressuremeter Test

    WL

    - Water Level

    PII

    -

    D\ t

    I

    _1:

    0

    WATER

    OBSI'.RVATI N

    EGEND

    Reduced Level:

    Date Started

    Ie Irs I;.lOIS

    I _.

    Depth

    Soil Description & Lithology

    (metre)

    - l

    -

    =

    -

    -

    -

    -

    -

    -

    =

    -

    -

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    =

    ---::

    -

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    -

    -

    -

    -

    -

    -

    -

    -

    -

    =

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    Date Completed :

    It

    18'

    Id..o\S -

    C Standard Penetration Test

    o _ .-

    Remarks

    8g

    75 75 75 75 75 75

    N

    mm

    mm mm

    mm mm

    mrn

    S t I I A r : ~ OF STRENCTH

    Cohesive

    Soil

    (N) LLI-li_-Li L

    I

    1

    5

    ----- c:----.Jr

    O

    VS S F St

    VSt

    H

    Non-Cohesive Soil

    N)

    4 10 L O - - I O

    LI

    _.L I__ .LI_ _ I .

    VL L MD 0 VD

    Nule S

    (.Vult):

    F (Fu. ,): SI (Slif]): IJ (Hard): I (Luose):

    J

    IlJ. ,e)