PSM1541-098R

APPENDIX C POINT LOAD INDEX TEST RESULTS

POINT LOAD STRENGTH INDEX TEST RESULTS

Job No. PSM1541 Sheet 1 of 1

Project Oakdale South

Test Method Sampling Technique NMLC Sampling DateStorage History Eastern Creek Testing Date

Test Machine GSA 6500 Moisture Condition Natural Tested ByCalibration Date Loading Rate < 30 seconds

D L P Is(50) W D L P Is Is(50)

(m) (mm) (mm) (kN) (MPa) (mm) (mm) (mm) (kN) (MPa) (MPa)

SILTSTONE BH-A 8.66 50 60 0.5 0.2 Parallel to bedding 50 35 - 2.7 1.2 1.2 Through substance L / HSHALE BH-A 9.60 50 75 0.1 0 Parallel to bedding 50 35 - 0.5 0.2 0.2 Through substance VL / LSHALE BH-A 10.12 50 100 0.5 0.2 Parallel to bedding 50 40 - 1.5 0.6 0.6 Through substance L / MSHALE BH-A 11.12 50 75 1 0.4 Parallel to bedding MSHALE BH-A 11.18 50 45 - 0.5 0.2 0.2 Bad break LSHALE BH-A 11.25 50 40 - 0.7 0.3 0.3 Through substance L

CLAYSTONE BH-B 5.50 50 220 0.2 0.1 Parallel to bedding 50 35 - 0.1 0 0 Through substance VLCLAYSTONE BH-B 6.70 50 140 0.2 0.1 Parallel to bedding 50 47 - 0.6 0.2 0.2 Through substance VL / LCLAYSTONE BH-B 7.58 50 90 0.1 0 Parallel to bedding 50 45 - 0.2 0.1 0.1 Through substance VLCLAYSTONE BH-B 8.50 50 160 0.2 0.1 Parallel to bedding 50 48 - 0.4 0.1 0.1 Bad break VL / LCLAYSTONE BH-B 8.73 50 48 - 0.1 0 0 Through substance VLCLAYSTONE BH-B 9.65 50 50 0.2 0.1 Parallel to bedding 50 40 - 0.1 0 0 Through substance VLSILTSTONE BH-B 10.40 50 80 0.1 0 Bad break 50 45 - 1 0.3 0.3 Bad break VL / MSILTSTONE BH-B 10.50 50 40 - 0.9 0.4 0.4 Through substance MSILTSTONE BH-B 10.63 50 55 0.9 0.4 Parallel to bedding MSANDSTONE BH-B 11.59 50 190 0.4 0.2 Parallel to bedding 50 45 - 0.9 0.3 0.3 Through substance L / M

CLAYSTONE BH-C 8.70 50 100 0 0 Parallel to bedding 50 40 - 0 0 0 Through substanceCLAYSTONE BH-C 10.05 50 60 0.1 0 Parallel to bedding 50 48 - 0.2 0 0.1 Through substance VL

SILTSTONE BH-D 7.50 50 120 0.1 0 Parallel to bedding 50 35 - 0.1 0 0 Through substance VLSILTSTONE BH-D 8.70 50 90 0.2 0.1 Parallel to bedding 50 35 - 0.1 0 0 Through substance VLSILTSTONE BH-D 9.80 50 180 1.8 0.7 Parallel to bedding 50 49 - 1.5 0.5 0.5 Through substance MSILTSTONE BH-D 10.45 50 80 0.1 0 Parallel to bedding 50 40 - 0.7 0.3 0.3 Through substance VL / L

By: WP Checked: AS Date:

U:\J1501 to 1600\PSM1541\Engineering\1541.20 - Oakdale South\[PSM1541.2 - Point Load Data.xlsx]Data Input

AS 4133.4.1 - 1993 Methods of Testing Rocks for Engineering Purposes, Determination of Point Load Strength Index

Rock TypeDiametral Tests

Failure ModeFailure Mode

10-11/12/201410-11/12/2014WP

3/12/2012

16/12/2014

Axial, Block, and Irregular Lump TestsLocation Depth

AS 1726 Strength

Class

Pells Sullivan Meynink Pty LtdABN 15 061 447 621

PSM1541-098R

APPENDIX D GHD 2008 INVESTIGATION – BOREHOLE LOGS, TEST PIT LOGS AND LABORATORY TEST RESULTS

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57-63 Herbert St Artarmon NSW 2064 Australia, Locked Bag 2727 St Leonards NSW 1590 T 61 2 9462 4700 F 61 2 9462 4710 E atnmail@ghd.com.au W www.ghd.com.au/ghdgeotechnics

job no.

rev no.

21-16428-03

A BOREHOLE (PREVIOUS INVESTIGATION) CLIENTS 1PEOPLE 1PERFORMANCE

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Goodman Property Services Pty Ltd Oakdale South (Stage 1) - Horsley Park

Geotechnical Investigation Test Location Plan scale 1:5000 for A3 date November 2008