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TRANSCRIPT
1st December 2016
Project No. SGS/16/052
REPORT ON LEVEL 1
EARTHWORKS INSPECTION AND TESTING
PROJECT: ELWOOD ESTATE STAGE 1, D’AGUILAR DEVELOPER: URBEX SUPERINTENDENT: DMC QLD ENTERPRISES PTY LTD CONTRACTOR: BMD URBAN
REF: PF-AU-INDCMT-QLD-PM-263 / Rev 1 / 5.10.2015
LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT
ELWOOD ESTATE STAGE 1 – D’AGUILAR
Prepared for BMD Urban
Project No. SGS/16/052 1
st December 2016
Revision 0 Page i
TABLE OF CONTENTS
1 INTRODUCTION 1
1.0 General 1
1.1 The Development 1
2 WORKS AND SPECIFICATIONS 1
3 FILL FOUNDATION 1
4 COMPLIANCE TESTING 2
4.0 Reference Density 2
4.1 Field Density Test Locations 2
4.2 Field Density Test Results 2
5 FILL CERTIFICATION 2
6 LIMITATIONS 2
APPENDICES
Appendix A Test Reports
Appendix B Daily Site Report Sheets
Appendix C Drawings
All appendices should be carefully read in conjunction with this report
LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT
ELWOOD ESTATE STAGE 1 – D’AGUILAR
Prepared for BMD Urban
Project No. SGS/16/052 1
st December 2016
Revision 0 Page 1
1 INTRODUCTION
1.0 GENERAL
This report presents results and documentation for the inspection and testing programme on earthworks for Elwood Estate Stage 1. SGS Australia Pty Ltd was commissioned by Mr. Glen Fuller of BMD Urban to provide earthworks inspection and testing services on a 'Level 1' basis in accordance with Clause 8.2 of AS 3798-2007 "Guidelines on earthworks for commercial and residential developments". The purpose of the Level 1 commission and of this report is to provide a statement of compliance with the specification for the earthworks elements of the project. The testing and inspection programme was carried out in general compliance with AS 3798, the project specification and local authority testing frequency requirements as appropriate. The report references the following Australian Standards:
AS 3798 “Guidelines on earthworks for commercial and residential developments”
AS 1289 “Method of testing soils for engineering purposes”
AS 2870 “Residential slabs and footings”
1.1 THE DEVELOPMENT
The development comprises a 25 lot residential subdivision and associated infrastructure including stormwater, water reticulations and pavements.
2 WORKS AND SPECIFICATIONS
The earthworks generally comprised of level 1 filling of parts of Lots 65, 66, 68, 72-76, 78-84, Road 2 CH 216 – CH 320, Road 4 CH 40 – CH 280, Road Verges, and Bio-Basin Area. Filling of these areas were conducted by importing material from the cut portion of the development. A pad foot roller was used to compact the fill until the required density specification was achieved. The earthworks specification as provided, for which Level 1 certification is required, is as follows: Density: Road Embankment fill - > 0.15m below subgrade 95 % Standard compaction
Density: Allotment fill - 95 % Standard compaction
3 FILL FOUNDATION
The stripped surfaces of proposed fill areas were inspected, tined and proof rolled prior to placement of fill. In general, the proof rolling was carried out with the equipment used to compact the fill. Compliance of the fill foundation and approval to commence filling was on the basis of:
adequate removal of topsoil and organics
soundness (minimum deflection) under proof rolling
satisfactory exposure of natural ground. All inspection details are provided in the "Daily Site Visit Report" sheets in Appendix B. The approximate lateral extent of stripping and filling is shown on drawings in Appendix C.
LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT
ELWOOD ESTATE STAGE 1 – D’AGUILAR
Prepared for BMD Urban
Project No. SGS/16/052 1
st December 2016
Revision 0 Page 2
4 COMPLIANCE TESTING
4.0 REFERENCE DENSITY
As required by AS 3798, for unprocessed materials, a laboratory reference density test was carried out for each field density test. The Hilf Density method (AS 1289 5.7.1) was adopted for the laboratory reference test.
4.1 FIELD DENSITY TEST LOCATIONS
All test locations were selected by the geotechnical inspection and testing authority (SGS Australia Pty Ltd). The locations were selected at random and staggered across the fill areas. Generally a three dimensional location was obtained for each field density test (e.g. from two allotment boundaries and a reduced level derived from AHD). However test locations were not professionally surveyed and therefore should be considered as approximate only. Test locations are described on the Field Density Test Reports presented in Appendix A.
4.2 FIELD DENSITY TEST RESULTS
All field density tests carried out on structural filling on this project between 1/11/2016 and 23/11/2016 meet the minimum specification requirements of 95 % Standard Compaction (AS 1289 5.8.1, 5.7.1, & 2.1.1). Areas represented by failed tests (if applicable) were re-compacted and re-tested prior to placement of additional filling. Detailed test results are provided in field density test reports presented in Appendix A.
5 FILL CERTIFICATION
a) The fill foundation was inspected and tested and was considered to comply with the requirements of Table 5.1 of AS 3798 and the project specification to a depth of not less than 150mm.
b) Based on the test results and site inspections, SGS Australia Pty Ltd concludes that the placement of
structural fill on parts of Lots 65, 66, 68, 72-76, 78-84, Road 2 CH 216 – CH 320, Road 4 CH 40 – CH 280, Road Verges, and Bio-Basin as laterally defined in Appendix C is considered to comply with the requirements of Table 5.1 of AS 3798 and the project specification.
c) All fill in the areas defined above, placed within the time frame of our inspection and testing programme
between 1/11/2016 and 23/11/2016 is considered as "Controlled Fill" in accordance with AS 2870 (Clause 1.8.13) and AS 3798.
6 LIMITATIONS
Unless otherwise stated in this report, Level 1 inspection, testing and certification does not address or include the following:
slope stability
reactive soils
soft natural soils and/or pre-existing (uncontrolled) fill on the site outside of the controlled fill area
soils which may be contaminated with toxic substances
backfill to service trenches and/or retaining (including boulder) walls subsequent to the controlled fill commission or when not included in the Level 1 commission
the potential zone of pressure distribution and/or instability associated with adjacent excavations, underground services and retaining structures. This must be considered, as appropriate, by the footing and foundation Engineers for any future structures.
site drainage
topsoil placed subsequent to completion of controlled filling
LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT
ELWOOD ESTATE STAGE 1 – D’AGUILAR
Prepared for BMD Urban
Project No. SGS/16/052 1
st December 2016
Revision 0 Page 3
Certification of Level 1 controlled fill, within the area defined in Appendix C, assumes that all filling within this area during the time of our commission took place with our knowledge. Any fill placed outside the nominated earthwork operation periods without our knowledge is therefore not certified as controlled fill. The purchaser, site investigator, engineer and builder should be aware of the possibility of unstable natural soils, services and pre-existing uncontrolled fill occurring on parts of the site other than the immediate areas of controlled fill placed in the current operation (as defined in Appendix C) between 1/11/2016 and 23/11/2016. A full geotechnical site investigation and foundation design for the specific ground conditions should be carried out by suitably qualified and experienced personnel on each lot, prior to building when house type and location is known. This service can be provided if required, by contacting SGS Australia Pty Ltd on (07) 3481 9444. SGS AUSTRALIA PTY LTD Prepared By: Gavin Kosanovic SGS-16-052-L1R-01.12.2016.docx
Reviewed By: Cassandra Barclay RPEQ 8846
This document is issued by the Company under its General Conditions of Service accessible at http:www.sgs.com/terms_and_conditions.htm. Attention is drawn to the limitation of liability, indemnification and jurisdiction issues defined therein. Any holder of this document is advised that information contained hereon reflects the Company’s findings at the time of its intervention only and within the limits of Client’s instructions, if any. The Company’s sole responsibility is to its Client and this document does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT
ELWOOD ESTATE STAGE 1 – D’AGUILAR
Prepared for BMD Urban
Project No. SGS/16/052 1
st December 2016
Revision 0 Page A
APPENDIX A
Test Reports
Field Density Ratio (HILF) Report
AS1289.5.7.1
Test Number: EF1 EF2 EF3
Date Tested: 2/11/2016 2/11/2016 2/11/2016
Time of Test: 10:05am 1:10am 2:40am
Location:
Road 2
CH 300
On Centre line
RL : 144.50
Road 4
CH 145
6m Left Centre Line
RL : 141.59
Road 4
CH 170
5m Left Centre Line
RL 140.62
Depth of Test (mm): 150 150 150
Depth of Layer (mm): - - -
Soil Description: Sandy clay Sandy clay Sandy clay
Moisture Variation (%): 2.5 2.0 2.0
Wet/Dry of Optimum: Drier Drier Drier
Hilf Density Ratio (%): 98.0 102.0 101.5
Compaction Spec (%): 95 95 95.
Field & Laboratory Data
Field Wet Density (t/m³): 1.99 2.02 1.98
Field Moisture Content (%) 10.3 14.2 18.6
Oversize (%): 0 0 0
Sieve Size (mm) 19.0 19.0 19.0
Peak Converted Wet Density
(t/m³): 2.03 1.98 1.95
OMC (%) 13.0 16.0 20.5
Compactive Effort: Standard Standard Standard
Mould Type: A A A.
Test Methods: AS 1289.5.8.1 AS 1289.2.1.1
Notes:
Field testing and selection of test locations carried out in general accordance with Level 1
guidelines. Test locations were not professionally surveyed by SGS, therefore recorded locations
should be considered as approximate only.
[email protected]: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations
of liability, indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflectsthe Company's findings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and thisdocument does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration,
forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501
Unit 1/18 Leanne CrescentLawnton QLD 4501
Client: BMD URBAN PTY LTD Client Job No:
Order No: 4620U802 Project: SGS/16/052
Tested Date: 2/11/2016 Location: Elwood Estate Stage 1, D'Aguilar
SGS Job Number: 16-55-769 Sample No: 16-LT-3335
Lab: Lawnton Sample ID: Embankment Fill
Authorised
Signatory: (Gavin Kosanovic) Date: 10/11/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3335-S411N
Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719
Page 1 of 1
Field Density Ratio (HILF) Report
AS1289.5.7.1
Test Number: EF4 EF5 EF6
Date Tested: 9/11/2016 9/11/2016 9/11/2016
Time of Test: 10:05 11:30 11:50
Location:
Road 4
CH 145
13m Left Centre Line
R.L. - 138.11
Road 4
CH 130
13m Left Centre Line
R.L. - 137.82
Road 4
CH 180
13m Left Centre Line
R.L. - 138.201
Depth of Test (mm): 150 150 150
Depth of Layer (mm): - - -
Soil Description:On Site
Cut
Material
On Site
Cut
Material
On Site
Cut
Material
Moisture Variation (%): 1.0 1.0 1.5
Wet/Dry of Optimum: Drier Drier Drier
Hilf Density Ratio (%): 95.5 95.5 98.5
Compaction Spec (%): 95 95 95.
Field & Laboratory Data
Field Wet Density (t/m³): 1.88 1.90 1.96
Field Moisture Content (%) 16.8 16.2 13.9
Peak Converted Wet Density
(t/m³): 1.97 1.98 1.99
OMC (%) 18.0 17.0 15.5
Compactive Effort: Standard Standard Standard
Mould Type: A A A.
Test Methods: AS 1289.5.8.1 AS 1289.2.1.1
Notes:
Field testing and selection of test locations carried out in general accordance with Level 1
guidelines. Test locations were not professionally surveyed by SGS, therefore recorded locations
should be considered as approximate only.
[email protected]: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations
of liability, indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflectsthe Company's findings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and thisdocument does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration,
forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501
Unit 1/18 Leanne CrescentLawnton QLD 4501
Client: BMD URBAN PTY LTD Client Job No:
Order No: Project: SGS/16/052
Tested Date: 9/11/2016 Location: Elwood Estate Stage 1
SGS Job Number: 16-55-795 Sample No: 16-LT-3422
Lab: Lawnton Sample ID: Embankment Fill
Authorised
Signatory: (Dave Gregson) Date: 25/11/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3422-S411N
Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719
Page 1 of 1
Field Density Ratio (HILF) Report
AS1289.5.7.1
Test Number: EF 7 EF 8 EF 9
Date Tested: 14/11/2016 14/11/2016 14/11/2016
Time of Test: 09:00AM 11:00AM 01:00PM
Location:
Road 4
CH 175
1m Left of Centre Line
RL 138.71
Road 4
CH 160
8m Left of Centre Line
RL 138.79
Road 4
CH 145
6m Left of Centre Line
RL 138.82
Depth of Test (mm): 150 150 150
Depth of Layer (mm): - - -
Soil Description:(CI) Sandy Clay Traces of Gravel
Brown
(CI) Sandy Clay Traces of Gravel
Brown
(CI) Sandy Clay Traces of Gravel
Brown
Moisture Variation (%): 2.0 1.5 2.0
Wet/Dry of Optimum: Drier Drier Drier
Hilf Density Ratio (%): 102.0 104.5 103.5
Compaction Spec (%): 95 95 95.
Field & Laboratory Data
Field Wet Density (t/m³): 1.97 2.01 2.01
Field Moisture Content (%) 19.1 19.3 18.6
Oversize (%): 0 0 0
Sieve Size (mm) 19.0 19.0 19.0
Peak Converted Wet Density
(t/m³): 1.93 1.92 1.95
OMC (%) 21.0 21.0 20.5
Compactive Effort: Standard Standard Standard
Mould Type: A A A.
Test Methods: AS 1289.5.8.1 AS 1289.2.1.1
Notes:
Field testing and selection of test locations carried out in general accordance with Level 1
guidelines. Test locations were not professionally surveyed by SGS, therefore recorded locations
should be considered as approximate only.
[email protected]: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations
of liability, indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflectsthe Company's findings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and thisdocument does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration,
forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501
Unit 1/18 Leanne CrescentLawnton QLD 4501
Client: BMD URBAN PTY LTD Client Job No:
Order No: Project: SGS/16/052
Tested Date: 14/11/2016 Location: Elwood Estate Stage 1
SGS Job Number: 16-55-795 Sample No: 16-LT-3480
Lab: Lawnton Sample ID: Embankment Fill
Authorised
Signatory: (Dave Gregson) Date: 25/11/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3480-S411N
Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719
Page 1 of 1
Field Density Ratio (HILF) Report
AS1289.5.7.1
Test Number: AF10 AF11 AF12
Date Tested: 18/11/2016 18/11/2016 18/11/2016
Time of Test: 01:30 02:00 02:30
Location:
Lot 73
40m off Front Boundary
18M OFF Right Boundary
RL 143.01
Lot 74
20m off Front Boundary
22M OFF Right Boundary
RL 141.31
Lot 75
10m off Front Boundary
15M OFF Right Boundary
RL 144.85
Depth of Test (mm): 150 150 150
Depth of Layer (mm): - - -
Soil Description: ( CI ) Clay Brown ( CI ) Clay Brown ( CI ) Clay Brown
Moisture Variation (%): 2.5 4.0 3.5
Wet/Dry of Optimum: Drier Drier Drier
Hilf Density Ratio (%): 99.5 98.0 98.0
Compaction Spec (%): 95 95 95.
Field & Laboratory Data
Field Wet Density (t/m³): 2.01 1.96 1.97
Field Moisture Content (%) 11.1 11.0 9.9
Oversize (%): 0 0 0
Sieve Size (mm) 19.0 19.0 19.0
Peak Converted Wet Density
(t/m³): 2.02 2.00 2.02
OMC (%) 13.5 15.0 13.5
Compactive Effort: Standard Standard Standard
Mould Type: A A A.
Test Methods: AS 1289.5.8.1 AS 1289.2.1.1
Notes:
Field testing and selection of test locations carried out in general accordance with Level 1
guidelines. Test locations were not professionally surveyed by SGS, therefore recorded locations
should be considered as approximate only.
[email protected]: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations
of liability, indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflectsthe Company's findings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and thisdocument does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration,
forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501
Unit 1/18 Leanne CrescentLawnton QLD 4501
Client: BMD URBAN PTY LTD Client Job No:
Order No: Project: SGS/16/052
Tested Date: 18/11/2016 Location: Elwood Estate Stage 1
SGS Job Number: 16-55-795 Sample No: 16-LT-3591
Lab: Lawnton Sample ID: Alotment Fill
Authorised
Signatory: (Dave Gregson) Date: 25/11/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3591-S411N
Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719
Page 1 of 1
Field Density Ratio (HILF) Report
AS1289.5.7.1
Test Number: EF 13 EF 14 EF 15
Date Tested: 19/11/2016 19/11/2016 19/11/2016
Time of Test: 10:00AM 10:30AM 11:00AM
Location:
Road 4
CH 200
5m Left of Centre Line
RL 140.90
Road 4
CH 230
6m Left of Centre Line
RL 141.20
Road 4
CH 260
6m Left of Centre Line
RL 141.50
Depth of Test (mm): 150 150 150
Depth of Layer (mm): - - -
Soil Description: Clay with gravel Clay with gravel Clay with gravel
Moisture Variation (%): 5.0 6.0 2.0
Wet/Dry of Optimum: Drier Drier Wetter
Hilf Density Ratio (%): 104.0 104.0 95.5
Compaction Spec (%): 95 95 95.
Field & Laboratory Data
Field Wet Density (t/m³): 2.04 2.05 2.08
Field Moisture Content (%) 6.2 8.6 14.9
Oversize (%): 0 0 0
Sieve Size (mm) 19.0 19.0 19.0
Peak Converted Wet Density (t/m³): 1.96 1.97 2.18
OMC (%) 11.0 15.0 13.0
Compactive Effort: Standard Standard Standard
Mould Type: A A A.
Test Methods: AS 1289.5.8.1 AS 1289.2.1.1
Notes:
Field testing and selection of test locations carried out in general accordance with Level 1 guidelines. Test
locations were not professionally surveyed by SGS, therefore recorded locations should be considered as
approximate only.
[email protected]: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501
Unit 1/18 Leanne CrescentLawnton QLD 4501
Client: BMD URBAN PTY LTD Client Job No:
Project: SGS/16/052 Order No: 4620U802
Location: Elwood Estate Stage 1 Tested Date: 19/11/2016
SGS Job Number: 16-55-829 Sample No: 16-LT-3648
Lab: Lawnton Sample ID: Embankment Fill
Authorised
Signatory: (Gavin Kosanovic) Date: 28/11/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3648-S411N
Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719
Page 1 of 1
Field Density Ratio (HILF) Report
AS1289.5.7.1
Test Number: AF 16 AF 17 AF 18
Date Tested: 21/11/2016 21/11/2016 21/11/2016
Time of Test: 09:00AM 11:00AM 01:00PM
Location:
Lot 75
18m Off Front
28m Off Right
RL 144.90
Lot 75
22m Off Front
6m Off Right
RL 144.50
Lot 74
26m Off Front
10m Off Left
RL 144.35
Depth of Test (mm): 150 150 150
Depth of Layer (mm): - - -
Soil Description: Clay with gravel Clay with gravel Clay with gravel
Moisture Variation (%): 5.0 6.5 0.5
Wet/Dry of Optimum: Drier Drier Wetter
Hilf Density Ratio (%): 103.0 103.0 99.0
Compaction Spec (%): 95 95 95.
Field & Laboratory Data
Field Wet Density (t/m³): 2.03 1.94 2.11
Field Moisture Content (%) 6.7 7.7 13.0
Oversize (%): 0 0 0
Sieve Size (mm) 19.0 19.0 19.0
Peak Converted Wet Density (t/m³): 1.97 1.88 2.13
OMC (%) 11.5 14.5 12.5
Compactive Effort: Standard Standard Standard
Mould Type: A A A.
Test Methods: AS 1289.5.8.1 AS 1289.2.1.1
Notes:
Field testing and selection of test locations carried out in general accordance with Level 1 guidelines. Test
locations were not professionally surveyed by SGS, therefore recorded locations should be considered as
approximate only.
[email protected]: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501
Unit 1/18 Leanne CrescentLawnton QLD 4501
Client: BMD URBAN PTY LTD Client Job No:
Project: SGS/16/052 Order No: 4620U802
Location: Elwood Estate Stage 1 Tested Date: 21/11/2016
SGS Job Number: 16-55-829 Sample No: 16-LT-3649
Lab: Lawnton Sample ID: Alottment Fill
Authorised
Signatory: (Gavin Kosanovic) Date: 28/11/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3649-S411N
Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719
Page 1 of 1
Field Density Ratio (HILF) Report
AS1289.5.7.1
Test Number: AF 19 AF 20 AF 21
Date Tested: 22/11/2016 22/11/2016 22/11/2016
Time of Test: 09:00AM 11:00AM 01:00PM
Location:
Lot 73
37m Off Front Boundary
11m Off Left Boundary
RL 143.80
Lot 74
26m Off Front Boundary
5m Off Right Boundary
RL 144.40
Lot 75
18m Off Front Boundary
16m Off Right Boundary
RL 144.60
Depth of Test (mm): 150 150 150
Depth of Layer (mm): - - -
Soil Description: Gravely clay Gravely clay Gravely clay
Moisture Variation (%): 4.0 3.0 5.0
Wet/Dry of Optimum: Drier Drier Drier
Hilf Density Ratio (%): 96.0 98.0 102.0
Compaction Spec (%): 95 95 95.
Field & Laboratory Data
Field Wet Density (t/m³): 1.88 2.11 2.03
Field Moisture Content (%) 10.5 8.1 8.0
Oversize (%): 0 0 0
Sieve Size (mm) 19.0 19.0 19.0
Peak Converted Wet Density (t/m³): 1.96 2.15 1.99
OMC (%) 14.5 11.0 13.0
Compactive Effort: Standard Standard Standard
Mould Type: A A A.
Test Methods: AS 1289.5.8.1 AS 1289.2.1.1
Notes:
Field testing and selection of test locations carried out in general accordance with Level 1 guidelines. Test
locations were not professionally surveyed by SGS, therefore recorded locations should be considered as
approximate only.
[email protected]: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501
Unit 1/18 Leanne CrescentLawnton QLD 4501
Client: BMD URBAN PTY LTD Client Job No:
Project: SGS/16/052 Order No: 4620U802
Location: Elwood Estate Stage 1 Tested Date: 22/11/2016
SGS Job Number: 16-55-829 Sample No: 16-LT-3651
Lab: Lawnton Sample ID: Alottment Fill
Authorised
Signatory: (Gavin Kosanovic) Date: 28/11/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3651-S411N
Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719
Page 1 of 1
Field Density Ratio (HILF) Report
AS1289.5.7.1
Test Number: AF 22 AF 23 AF 24
Date Tested: 23/11/2016 23/11/2016 23/11/2016
Time of Test: 09:00 11:00 01:00
Location:
Lot 73
50m Off Front Boundary
32m Off Left Boundary
RL
Lot 74
18m Off Front Boundary
7m Off Left Boundary
RL
Lot 75
14m Off Front Boundary
16m Off Right Boundary
RL
Depth of Test (mm): 150 150 150
Depth of Layer (mm): - - -
Soil Description: Sandy clay Sandy clay Sandy clay
Moisture Variation (%): 1.5 2.0 2.5
Wet/Dry of Optimum: Drier Drier Drier
Hilf Density Ratio (%): 99.0 98.5 95.5
Compaction Spec (%): 95 95 95.
Field & Laboratory Data
Field Wet Density (t/m³): 1.96 1.99 1.89
Field Moisture Content (%) 18.3 18.8 1.3
Oversize (%): 0 0 0
Sieve Size (mm) 19.0 19.0 19.0
Peak Converted Wet Density (t/m³): 1.98 2.02 1.98
OMC (%) 19.5 21.0 3.5
Compactive Effort: Standard Standard Standard
Mould Type: A A A.
Test Methods: AS 1289.5.8.1 AS 1289.2.1.1
Notes:
Field testing and selection of test locations carried out in general accordance with Level 1 guidelines. Test
locations were not professionally surveyed by SGS, therefore recorded locations should be considered as
approximate only.
[email protected]: 44 000 964 278ph: +61 (0)7 3481 9444fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 370 Lawnton QLD 4501
Unit 1/18 Leanne CrescentLawnton QLD 4501
Client: BMD URBAN PTY LTD Client Job No:
Project: SGS/16/052 Order No: 4620U802
Location: Elwood Estate Stage 1 Tested Date: 23/11/2016
SGS Job Number: 16-55-829 Sample No: 16-LT-3671
Lab: Lawnton Sample ID: Alottment Fill
Authorised
Signatory: (Gavin Kosanovic) Date: 28/11/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 4984Cert No.: 16-LT-3671-S411N
Form No.PF-AU-INDCMT-TE-S411N.xlsm / Ver. 3 / 09.11.2016Client Address: 25 Cambridge Parade Manly Qld 4719
Page 1 of 1
LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT
ELWOOD ESTATE STAGE 1 – D’AGUILAR
Prepared for BMD Urban
Project No. SGS/16/052 1
st December 2016
Revision 0 Page B
APPENDIX B
Daily Site Visit Report Sheets
LEVEL 1 EARTHWORKS INSPECTION AND TESTING REPORT
ELWOOD ESTATE STAGE 1 – D’AGUILAR
Prepared for BMD Urban
Project No. SGS/16/052 1
st December 2016
Revision 0 Page C
APPENDIX C
Drawings
SGS Australia Pty Ltd 1/18 Leanne Crescent, Lawnton QLD 4501 ABN 44 000 964 278 t +61 (7) 3881 3511 f +61 (7) 3881 3513 www.au.sgs.com
TITLE
JOB LOCATION
CLIENT
DRAWING NO.
SCALE
DATE DRAWN SIZE
BMD Urban
Level 1 Filling SGS/16/052
01/12/16
Scale Not Shown
GK A4
Elwood Estate Stage 1
Approximate lateral extent of Level 1 fill (controlled
filling).
Controlled fill certification is limited to within this area.
Unless specifically stated in the report, level 1
compaction control and certification does not address
or include:
• backfill to service trenches and/or retaining walls
(including boulder walls); and
• topsoil placed subsequent to completion of
controlled filling.