187440-GEO-Site Classification Report[A] (1)

                                                                               Bore Log BH1
  Site Address:                Lot. 188, No. 56, Reserve Street, Pomona, Qld, 4568                             Date Drilled:         Drill Method              MECHANICAL
         Job #                     187440                  Technician                A.S.B                     09-05-2022            Drilled Depth (m)            2.60
                                                                                                  Cons i
                                                                                                  s tency                   PP                                 Al l owa bl e
Depth                                                                                                     Moi s tur Sa mpl                     DCP
                                       Soi l Des cri pti on # 1                              HORZ     /                    (kPa                                 Bea ri ng
 (m)                                                                                                        e          e                 (bl ows /100mm)
                                                                                                  Dens i                     )                                    (kPa )*
                                                                                                     ty
   0.1                                                                                                                                          3                  70
   0.2                                                                                                                                          2
   0.3                                                                                                                                          2
   0.4                                                                                                                                          3                  100
   0.5                                                                                                                                          3
   0.6                                                                                                                                          3
   0.7                                                                                                                                          3                  100
   0.8                                                                                                                                          3
   0.9 A-Silty CLAY, (CH), grey, yellow, trace organics, high plast, stiff, moist                 A        S                                    4
     1
   1.1
   1.2
   1.3
                                                                                                                  M
   1.4
   1.5
   1.6
   1.7
   1.8
   1.9
     2
   2.1
             B-Silty CLAY, (CI/CL), grey, yellow, trace angular gravels, low plast,
   2.2                                                                                            B       VS
                                           very stiff, dry
   2.3
   2.4
   2.5
   2.6
   2.7                                      End of Bore
   Comment




Note * After Stockwell (1977)


         COHESIVE STRENGTH                          NON COHESIVE SOIL STRENGTH               ROCK STRENGTH                     WEATHERING
         VS            Very Soft                    VL            Very Loose                 ELS      Extremely Low strength   RS    Residual Soil
         S             Soft                         L             Loose                      VLS      Very Low Stength         EW    Extremely Weathered
         F             Firm                         MD            Medium Dense               LS       Low Strength             DW    Distinctly Weathered
         ST            Stiff                        D             Dense                      MS       Medium Strength          SW    Slightly Weathered
         VST           Very Stiff                   VD            Very Dense                 HS       Hight Strength           FR    Fresh
         H             Hard
         F             Friable


         SAMPLES:                                   INSITU TESTING                           DRILLING TERMINOLOGY:             MOISTURE
         D = Disturbed Sample                       DCP = Dynamic Cone Penetrometer          UTP = Unable to Penetrate         D = Dry
         UD = Undisturbed Sample                    PP = Pocket Penetrometer                 R = Refusal                       M = Moist
                                                                                                                               W = Wet
                                                                                                                               >PL = greater than plastic limit
         COLOURS                                                                                                               ~PL = Around plastic limit
         Br = Brown                   Gr = Grey                   Yel = Yellow               Or = Orange       Wt = White      <PL = Less than plastic limit
         Rd = Red                     Bl = Blue                   Grn = Green                Bk = Black

                                                                                                                                                    Document Revision: A
                                                                                                                                                     Template Version: Vii
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