Development Application part 2 of 2 Report/Plans MCU11/0198

 50:' FIELD RECORD OF TEST BORING AND/ OR IN SITU TESTING

  Depth                                                  Depth                                                   epth
   (m)       DCP             Soil Profile                 (m) DCP                    Soil Prof:e                 (m)
     0.0       1    NAT: SANDY SILTY CLAY (CH)               0.0    1      NAT: SANDY SILTY CJ,Y (CH) 0. 0
               2    Grey matt orange                                2      Grey matt orange
               3    Moist. Soft                                     3      Mast, Soft
               4                                                    2      Orange mod grey
               5    Orange molt                               0.5   2      Moist/                                   05
               6    Moist, Ver^Sti^                                 3            `J
               6                                                    2      Grey mott orange
                5                                                   2      With          rse gravel
               10   Grey mott orange                                2      Ma Firm
      1.0      27   With some coarse gravel                   1.0   2                                               1.0
               23   Moist, Hard                                      5
               14            END BORE ©1.2M                          4
               15           UTP BY HAND AUGER                        5           END BORE © 1.2M
               18                                                    6          UTP BY HAND AUGER
               26                                             1.5   10                                               1.5
               30                                                   6
               25
               28                                                   12
               30                                                   18
               o•                                             2.0   20                                               2.0
              UTP                                                   21
                                                                    to
                                                                    12
                                                                    15
      2.5                                                     2.5   22                                               2.5
                                                                    25
                                                                     2e
                                                                     30
                                                                    20•
      3.0                                                     3.0                                                    3.0




      3.5                                                     3.5                                                       3.5




      4.0                                                     4.0                                                       4.0




                       Note: DCP = Dynamic Cone Penetrometer Wow counts (blows/100mm).                                                   UTP = Unable to penetrate.

                    For SAND correlation between Density Index &                 TABLE 5.2           For SILTS & CLAY correlation between Cu & Penetrometer results
    TABLE 5.1
                    Penetrometer results
              DENSITY             Density Index    Approx DCP Blow Count                                           Undrained Shear Strength          Approx DCP Blow Count
                                                                                 CONSISTENCY Term
               Term                     (%)             (blows1100mm)                                                       (kPa)                        (blowsl100mm)
             Very Loose                     < 15            <1                         Very Soft                               0-12                             <1
               Loose                    15 - 35             1-3                           Soft                                 12 - 25                         1-2
            Medium Dense                35 - 65             3-9                           Firm                                25 - 50                          2-3
               Dense                   65-85               9-15                               tiff                            50-100                           3-5
               ^;D^<a                       >>s             >,c                                                               '!'C-20O                         5-E




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