14169-001-Rev0 17 Webb Rd -Revised Draft · 132002.220527.1

                                                                                                                                                                                                                                                                                                                                                                                                                                   Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                     BH03
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                                                                                                                                                                                                       Engineering Log - Borehole                                                                                                                                   Project No.:                     14169

                                                                                                                                                                                                           Client:                                     Barlow Shelley Consulting Engineering                                                                       Commenced:                       16/02/2015
                                                                                                                                                                                                           Project Name:                               Proposed Residence                                                                                          Completed:                       16/02/2015
                                                                                                                                                                                                           Hole Location:                              17 Webb Road, Sunshine Beach                                                                                Logged By:                       BIW
                                                                                                                                                                                                           Hole Position:                              511175.0 m E 7079185.0 m N                                                                                  Checked By:                      ACD
                                                                                                                                                                                                           Drill Model and Mounting:                                                                                            Inclination:                       RL Surface:              No survey
                                                                                                                                                                                                           Hole Diameter:                                        100 mm                                                         Bearing:                           Datum:                                    Operator:

                                                                                                                                                                                                                                         Drilling Information                                                                                    Soil Description                                                              Observations




                                                                                                                                                                                                                                                                                                                                                                                 Relative Density
                                                                                                                                                                                                                                                                                                           Classification
                                                                                                                                                                                                                                                                                                                                                                                                       Hand
                                                                                                                                                                                                                Penetration




                                                                                                                                                                                                                                                                                                                                                                                                                   DCP Test (Depth:Blows/100mm)/
                                                                                                                                                                                                                                                                                           Graphic Log




                                                                                                                                                                                                                                                                                                                                                                                 Consistency
                                                                                                                                                                                                                                                     Samples                                                                              Material Description
                                                                                                                                                                                                                                                                                                                                                                                                    Penetrometer             Structure and




                                                                                                                                                                                                                                                                                                                                                                                 Condition
                                                                                                                                                                                                                                                                  Recovery




                                                                                                                                                                                                                                                      Tests                                                                 soil type: plasticity or particle characteristics,




                                                                                                                                                                                                                                                                                                                                                                                 Moisture
                                                                                                                                                                                                                               Support




                                                                                                                                                                                                                                                                                                           Symbol                                                                                      UCS              Additional Observations
                                                                                                                                                                                                       Method




                                                                                                                                                                                                                                                     Remarks                                                                 secondary and minor components, colour
                                                                                                                                                                                                                                          Water




                                                                                                                                                                                                                                                                              RL Depth                                                                                                                 (kPa)
                                                                                                                                                                                                                                                                              (m) (m)




                                                                                                                                                                                                                                                                                                                                                                                                     100
                                                                                                                                                                                                                                                                                                                                                                                                     200
                                                                                                                                                                                                                                                                                                                                                                                                     300
                                                                                                                                                                                                                                                                                                                                                                                                     400
                                                                                                                                                                                                                                                                                                                                                                                                     500
                                                                                                                                                                                                                                                                                                              SM            Silty SAND (FILL), fine grained, grey                                                  0.00: 1

                                                                                                                                                                                                                                                                                                                                                                                           L to                    0.10: 2
                                                                                                                                                                                                                                                                                                              SM            Clayey Silty SAND (FILL), fine grained, dark                   MD
                                                                                                                                                                                                                                                                                                                                                                                                                   0.20: 3
                                                                                                                                                                                                                                                                                                                            grey, medium plasticity fines, trace of fine
                                                                                                                                                                                                                                                                                                                            sized angular gravel                                                                   0.30: 4

                                                                                                                                                                                                                                                  DS                                                          SM            Silty SAND, fine grained, grey and pale grey                                           0.40: 6
                                                                                                                                                                                                                                                  0.4-0.9m                          0.5
                                                                                                                                                                                                                                                                                                                                                                                                                   0.50: 7
                                                                                                                                                                                                                                                                                                                                                                                           MD                      0.60: 7

                                                                                                                                                                                                                                                                                                                                                                                                                   0.70: 8




                                                                                                                                                                                                                                                                                    1.0
                                                                                                                                                                                                                                                                                                                                             T                                                                     0.80: 7

                                                                                                                                                                                                                                                                                                                                                                                                                   0.90: 8
                                                                                                                                                                                                                                                                       AF
                                                                                                                                                                                                                                                                                                                                                                                                                   1.00: 9

                                                                                                                                                                                                                                                                                                                                                                                                                   1.10: 10

                                                                                                                                                                                                                                                                                                                                                                                                                   1.20: 11
TECTONIC 1.01.1 LIB.GLB Log IS AU BOREHOLE 1 14169.GPJ <<DrawingFile>> 25/02/2015 13:16 8.30.004 Datgel Lab and In Situ Tool - DGD | Lib: Tectonic 1.01.1 2015-01-19 Prj: Tectonic 1.01.1 2015-01-19




                                                                                                                                                                                                                                                                                    1.5
                                                                                                                                                                                                                                                                      R

                                                                                                                                                                                                                                                                                                                                                                                    M
                                                                                                                                                                                                       HA




                                                                                                                                                                                                                                                                     D


                                                                                                                                                                                                                                                                                                                                                                                                                   1.80: Augered to 1.9m

                                                                                                                                                                                                                                                                                                                                                                                                                   1.90: 7
                                                                                                                                                                                                                                                                                    2.0
                                                                                                                                                                                                                                                                                                              SP            SAND, fine to medium grained, yellow brown                                             2.00: 8
                                                                                                                                                                                                                                                                                                                                                                                            D
                                                                                                                                                                                                                                                                                                                                                                                                                   2.10: 7

                                                                                                                                                                                                                                                                                                                                                                                                                   2.20: 10

                                                                                                                                                                                                                                                                                                                                                                                                                   2.30: 11

                                                                                                                                                                                                                                                                                                                                                                                                                   2.40: 12
                                                                                                                                                                                                                                                                                    2.5
                                                                                                                                                                                                                                                                                                              SM                                                                                                   2.50: 13
                                                                                                                                                                                                                                                                                                                            Silty SAND, fine to medium grained, dark
                                                                                                                                                                                                                                                                                                                            grey, some pieces of indurated sand



                                                                                                                                                                                                                                                                                                                                                                                                                   2.80: Augered to 2.9m

                                                                                                                                                                                                                                                                                                                                                                                                                   2.90: 10
                                                                                                                                                                                                                                                                                    3.0
                                                                                                                                                                                                                                                                                                                                                                                                                   3.00: 10

                                                                                                                                                                                                                                                                                                                                                                                                                   3.10: 20

                                                                                                                                                                                                                                                                                                                                                                                                                   3.20: 22
                                                                                                                                                                                                                                                                                                                            Hole Terminated at 3.20 m




                                                                                                                                                                                                                          Method                             Penetration                                 Water                                Samples and Tests                       Moisture Condition             Consistency/Relative Density
                                                                                                                                                                                                            AS - Auger Screwing                                                                                                      U - Undisturbed Sample                               D - Dry                             VS - Very Soft
                                                                                                                                                                                                                                                                No resistance       Level (Date)                                                                                          M - Moist
                                                                                                                                                                                                            RR - Rock Roller                                     ranging to                                                          D - Disturbed Sample                                                                     S - Soft
                                                                                                                                                                                                            WB- Washbore                                                            Inflow                                           SPT - Standard Penetration Test                      W - Wet                             F - Firm
                                                                                                                                                                                                                                                                   refusal
                                                                                                                                                                                                                                                                                    Partial Loss                                                                                                                              VSt - Very Stiff
                                                                                                                                                                                                                                                                                                                                                                                                                              H - Hard
                                                                                                                                                                                                                                                                                    Complete Loss
                                                                                                                                                                                                                                                                  Graphic Log/Core Loss                                                                                                    Plastic Limit                      VL - Very Loose
                                                                                                                                                                                                                                                                             Core recovered (hatching                                      Classification Symbols                                                             L   - Loose
                                                                                                                                                                                                                         Support                                                                                                                                                                  < PL                        MD - Medium Dense
                                                                                                                                                                                                                                                                             indicates material)                                            and Soil Descriptions                                 = PL                        D - Dense
                                                                                                                                                                                                                 T            - Timbering                                    Core loss                                                       Based on Unified Soil                                < PL                        VD - Very Dense
                                                                                                                                                                                                                                                                                                                                             Classification System