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

                                                                                                                                                                                                                                                                                                                                                                                                                                    Borehole No.

                                                                                                                                                                                                                                                                                                                                                                                                                                      BH01
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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:                              511149.0 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 to medium grained,                                             0.00: 2
                                                                                                                                                                                                                                                                                                                                                                                   D to
                                                                                                                                                                                                                                                                                                                             grey, roots to 0.15m depth                             M                               0.10: 2
                                                                                                                                                                                                                                                  DS                                                           SP            SAND, fine to medium grained, yellow brown,                    L to
                                                                                                                                                                                                                                                  0.15-0.6m                                                                  trace of silt                                                  MD                      0.20: 2

                                                                                                                                                                                                                                                                                                                                                                                                                    0.30: 3

                                                                                                                                                                                                                                                                                                                                                                                                                    0.40: 3
                                                                                                                                                                                                                                                                                     0.5
                                                                                                                                                                                                                                                                                                                                                                                                                    0.50: 5

                                                                                                                                                                                                                                                                                                               SM            Silty SAND, fine to medium grained, grey                                               0.60: 5

                                                                                                                                                                                                                                                                                                                                                                                                                    0.70: 7
                                                                                                                                                                                                                                                                                                                                                                                            MD



                                                                                                                                                                                                                                                                                     1.0
                                                                                                                                                                                                                                                                                                                                              T                                                                     0.80: 7

                                                                                                                                                                                                                                                                                                                                                                                                                    0.90: 8
                                                                                                                                                                                                                                                                        AF
                                                                                                                                                                                                                                                                                                                                                                                                                    1.00: 8

                                                                                                                                                                                                                                                                                                                                                                                                                    1.10: 7

                                                                                                                                                                                                                                                                                                                                                                                                                    1.20: 9
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




                                                                                                                                                                                                                                                                                                                                                                                                                    1.30: Augered to 1.4m

                                                                                                                                                                                                                                                                                                                                                                                                                    1.40: 10
                                                                                                                                                                                                                                                                                     1.5
                                                                                                                                                                                                                                                                       R

                                                                                                                                                                                                                                                                                                                                                                                                                    1.50: 10
                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                       HA




                                                                                                                                                                                                                                                                                                                                                                                     M                              1.60: 14

                                                                                                                                                                                                                                                                                                                                                                                                                    1.70: 15
                                                                                                                                                                                                                                                                      D


                                                                                                                                                                                                                                                                                                                                                                                                                    1.80: 18

                                                                                                                                                                                                                                                                                                                                                                                                                    1.90: 20
                                                                                                                                                                                                                                                                                     2.0
                                                                                                                                                                                                                                                                                                               SM            becoming red brown                                                                     2.00: 25

                                                                                                                                                                                                                                                                                                                                                                                                                    2.10: 25




                                                                                                                                                                                                                                                                                     2.5
                                                                                                                                                                                                                                                                                                                                                                                            VD


                                                                                                                                                                                                                                                                                                                                                                                                                    2.70: Augered to 2.8m

                                                                                                                                                                                                                                                                                                               SM                                                                                                   2.80: 13
                                                                                                                                                                                                                                                                                                                             becoming grey, some pieces of indurated
                                                                                                                                                                                                                                                                                                                             sand                                                                                   2.90: 20
                                                                                                                                                                                                                                                                                     3.0
                                                                                                                                                                                                                                                                                                                                                                                                                    3.00: 20

                                                                                                                                                                                                                                                                                                                             Hole Terminated at 3.10 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