Skip to the record
Every meeting, every word.

Original source · versioned page text

Response to Information Request - MCU12/0184

of 189

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Very large file: it may take a few minutes

The original of this document is very large (122 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Original PDF page 168, section 1. The text section number identifies this passage in the reader.

              coffey~geotechnics                                                                                                                                            Excavation No.          TP6

                                                                                                                                                                            Sheet                  of 1
              Engineering Log                                           -      Excavation
                                                                                                                                                                            Project No:             GEOTKPAR01945AA
              Client:                         DA VID AND GEN MILLIGAN                                                                                                       Date started:           15.4.2013

              Principal:                                                                                                                                                    Date completed:         15.4.2013

              Project:                        136 TOP FORESTRY ROAD                                                                                                         Logged by:              CM/MC

              Test pit location:              REFER TO PLAN                                                                                                                 Checked by:            RM

              equipment type and model:               HITACHI12T                                   P~ Orientation:                           Easting:        484752 m                     RL. Surface:         NOT MEASURED

              excavation dimensions:                  2m long      0.3m wide                                                                 Northing:       7073624 m                    datum:

              "^",,,,,,’v",      information                            material substance
                      0::
                      0                                                          0::
                                                                                 o
                                                                                                                                                                              >.~      .,.L
                      ~                   notes                         Cl
                                                                        .Q       :
                                                                                                                          material                                            0’0
                                                                                                                                                                              0::0::
                                                                                                                                                                                       XQ)Q)
                                                                                                                                                                                       OC
                      .,                                                                                                                                            Q)O::     Q)’-
                                                                                                                                                                                                            structure and
~                                        samples,                       0
                                                                                 ~                                                                                  ~O
                                                                                                                                                                                       &.8.E
                      0::                                                                                                                                                     ~~                        additional observations
""
N
N

Iii
              i       Q)
                      C.



                    123
                             II          tests, etc
                                                       RL   m~~~~~
                                                                        :E
                                                                        C.
                                                                        e
                                                                        Cl
                                                                                 UI’"
                                                                                  UlE
                                                                                 .!l!>>
                                                                                 OUl
                                                                                                    soil type: plasticity or particle characteristics,
                                                                                                     colour, secondary and minor components.
                                                                                                                                                                    2~
                                                                                                                                                                    UI’O
                                                                                                                                                                    ’




                                                                                                                                                                    Eo
                                                                                                                                                                        5
                                                                                                                                                                              UIUI
                                                                                                                                                                              0::0::
                                                                                                                                                                              OQ)
                                                                                                                                                                              0’0
                                                                                                                                                                                        kPa

                                                                                                                                                                                        ~g~
!;(           w              N                                                   GP       I CLAYEY GRAVEL.:               fine.to   c07rse. ~rai_ned,                   M     VD
0


to
(l.
                                     ~                                                        y,
                                                                                               g,,~~,y, no",                        I plastlcnyIIne~

                                                                        _.

                                                                                 MW       I                                                   I ’weathered,
l-
V>
W
                                                                        -                     ~~~~!~g~;’:di~~neJj;i~tT~gr
I-                                                              ).~     _.


                                                                                                                                                                                                                                  -




Iii                                                                     -



...J
I-                                                                      -.




>=                                                                      -




w
:::;:                                                                   _.




<(
0::                                                                                                                 i
                                                                1..Q_                         Test pit TP6’                    at 0.9m
u..


I-
                                                                                                                        "’~U

                                                                                                                                                                                               ~~’i,~V~T~~:~~~LE~~D               -




0                                                                                                                                                                                              ROCK
(9
~
w
u..
u..
0
(.)
                                                                I.~                                                                                                                                                               -




Iii
...J



W
I-

:5
(l.
:::;:
                                                                2.Q:                                                                                                                                                              -




W
I-


m
...J
(9
Ii
::>
0
                                                                2.~                                                                                                                                                               -




...J
0
(.)
’"
>
W
0::
...
0::
W
                                                                3.Q:                                                                                                                                                              -




>
J:
(.)
W
I-
0
w
(9
u..                                                             3.5-
0
(.)
Iii                Sketch
...J



>-
0::
<(
0::
III
:::;

-;
(l.
(9

~
’"
...
’"

;;
’"
(9
Iii
...J


I-
(.)
W

a
0::
(l.




               method                                    support                               notes, samples,tests                                     classification symbols and                 consistency/density Index
               N            natural exposure             S shoring           N   nil           U"         undisturbed sample 50mm diameter              soil description                           VS             very soft
               X            existing excavation                                                U"         undisturbed sample 63mm diameter              based on unified classification            S              soft
        N      BH           backhoe bucket                                                     D          disturbed sample                                                                         F             firm
        >                                                penetration                                                                                    system
        "
               B            bUlldozer blade              1 2 3 4                               V          vane shear (kPa)                                                                         St             stiff
        0::
        ’"
        "
               R
               E
                            ripper
                            excavator
                                                       r~::jn;LJ.r:~~~~p\~nce                  Bs
                                                                                               E
                                                                                                          bulk sample
                                                                                                          environmental sample
                                                                                                                                                         moisture
                                                                                                                                                         D    dry
                                                                                                                                                                                                   VSt
                                                                                                                                                                                                   H
                                                                                                                                                                                                                  very stiff
                                                                                                                                                                                                                  hard
        ~                                                water                                 R          refusal                                        M    moist                                Fb            friable
        N
                                                                                                                                                        W     wet                                  VL             very loose
        ’"

        0
                                                        ~ ~~~~t~~~lown                                                                                  Wp    plastic limit                        L              loose
        w
        (9                                                                                                                                              WL    liquid limit                         MD             medium dense
                                                        ..,._ water infiow                                                                                                                         D              dense
        E
        0
        u..
                                                        _..,.. water outflow                                                                                                                       VD             very dense
Log in to download the original file

Response to Information Request - MCU12_0184.pdf · 122 MB (very large file)

Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.