Level One Report 19-25 Harry Street
i
Level One Report
19-25 Harry Street 1979/P/1377
Prepared for Destiny Developments 19/06/2017
Level One Report 19-25 Harry Street
ii
Contact Information
Construction Sciences Pty Ltd ABN 74 128 806 735 1 Fox Road Acacia Ridge, QLD 4110 Telephone: (07) 3320 8500 Facsimile: (07) 3320 8599 [email protected] www.constructionsciences.net
Document Information
Prepared for Destiny Developments
Project Name 19-25 Harry Street
File Reference 1979/L/12-1
Job Reference 1979/P/1377
Date 19/06/2017
Document History
Version Effective Date
Description of Revision Prepared by: Reviewed by:
1 19.06.17 Level One Report G. Turley G. Turley
© Construction Sciences 2017. Copyright in the whole and every part of this document belongs to Construction Scieces and may not be used, sold, transferred, copied or reproduced in whole or in part in any manner or form or in or on any media to any person other than by agreement with Construction Sciences.
This document is produced by Construction Sciences solely for the benefit and use by the client in accordance with the terms of the engagement. Construction Sciences does not and shall not assume any responsibility or liability whatsoever to any third party arising out of any use or reliance by any third party on the content of this document.
Level One Report 19-25 Harry Street
iii
Table of Contents
Introduction 1
Specification Requirements 2
Site Works 2
Compaction Control Testing 2
Conclusion 2
Appendices
Appendix A Individual lot certification
Appendix B Field Density Test Results
Appendix C Allotment Fill Map
Tables
Table 1-1 Summary of field density test results – 19-25 Harry Street, Bellbird Park 3
Level One Report 19-25 Harry Street
1
Introduction
Construction Sciences is the largest private provider of construction materials testing services across Australia. We have a total staff of over 600 staff in 48 permanent offices/laboratories.
We have provided QA testing services to some of the largest road and mining infrastructure projects in these states, as well as overseas.
Over the last 3 to 4 years, Construction Sciences has established more site laboratories for road, rail, mining, and other large infrastructure projects than any other company.
We benefit our clients with the following clear differentiators;
> Staff Mobilisation: Construction Sciences’ geographic expansion and mobility allow for teams to be available when required, and currently we have the lion’s share of major projects in Australia.
> Quality Management: Construction Sciences’ purpose-built software, COMPLY provides our clients with confidence, by knowing project data is securely stored. COMPLY has a built-in secure audit trail and a fully tracked Quality system. We are also ISO9001 compliant and certified.
> Client Relationships: We listen to your needs and respond with innovative solutions that are tailored for your business. We believe in building relationships with our staff and local community.
> Safety: At Construction Sciences we embrace a ‘safety’ culture and it is a key consideration with every project. Currently we are over 2 years LTI (lost time injury) free.
Construction Sciences Pty Ltd was commissioned by Destiny Developments to provide Level 1 inspection and testing services for the placement of fill at the residential development:-
PROJECT: 19-25 Harry Street
ADDRESS: 19-25 Harry Street, Bellbird Park
The earthworks were carried out from 18/04/2017 to 8/06/2017
Level One Report 19-25 Harry Street
2
Specification Requirements
Filling was carried out in accordance with AS3798-2007 ‘Guidelines on earthworks for commercial and residential developments’ and with the project specification prepared for the project.
The specification requirements were that all fill was to be placed and compacted in layers to a density ratio of not less than 95% of the maximum dry density as determined by AS1289.5.1.1 (standard compaction).
Site Works
The area to be filled was stripped and proof rolled in accordance with the specification requirements. The fill material generally comprised of clayey sand.
Compaction Control Testing
Compaction control tests were carried out at regular intervals throughout the placement of fill in accordance with the minimum test frequency recommendations included in AS3798-2007 ‘Guidelines on earthworks for commercial and residential developments’. All test results are included in the Appendix B. A summary of the test results is included as Table 1. A total of 13 field density tests were carried out throughout the earthworks. The average density ratio was 98.2 % with a standard deviation of 1.96 %.
Conclusion
It is considered that the placement of fill at, 19-25 Harry Street, Bellbird Park was carried out in a controlled manner and the fill was compacted to a dry density ratio not less than the specified requirement. It is concluded that the fill may be deemed to be ‘controlled fill’ in accordance with AS2870 – 2011 ‘Residential Slabs & Footings’.
CONSTRUCTION SCIENCES PTY LTD
Geoff Turley Lab Manager 0402 202 827 [email protected]
Level One Report 19-25 Harry Street
3
Table 1-1 Summary of field density test results - 19-25 Harry Street
No. of tests: 13 Mean: 98.2 % Standard Dev: 1.96 %
Notes:
1. Level of test positions determined relative to on site benchmark.
2. Standard laboratory compaction used, AS1289.5.1.1.
Level One Report 19-25 Harry Street
4
19-25 Harry Street
APPENDIX
A INDIVIDUAL LOT CERTIFICATION
QLD ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Beenleigh ● Petrie ● Cairns ● Townsville ● Whitsunday ● Mackay ● Moranbah ● Emerald Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast NSW ● Sydney (Glendenning and Alexandria) ● Newcastle ● Coffs Harbour ● Taree ● Ballina ● Illawarra (Albion Park) Victoria ● Bendigo ● Melbourne (Brooklyn, Sunshine, Oaklands Junction, Highett) ● Echuca WA ● Perth (Gosnells) ● Bunbury ● Newman ● Port Hedland NT ● Darwin (Berrimah) ACT ● Fyshwick SA ● Adelaide (Hindmarsh)
Construction Sciences Pty Ltd ABN 74 128 806 735
1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.constructionsciences.net
1979/L/12-1
19/06/2017
Destiny Developments 10 Bailey Street West End QLD 4101 Dear Sir, INSPECTION OF PLACEMENT AND COMPACTION OF ALLOTMENT FILL 19-25 HARRY STREET, BELLBIRD PARK– LOT NUMBER 1 This is to confirm that placement and compaction of the allotment fill for the above project and Lot was supervised by Cardno Construction Sciences Pty Ltd under Level 1 arrangements as described in AS3798-2007 “Guidelines on earthworks for commercial and residential developments”.
This indicates that the fill was compacted to at least the minimum density ratio in accordance with the specification requirements and it is considered that the fill may be deemed to be “controlled fill” in accordance with AS2870-2011 “Residential Slabs & Footings”.
It may be that non-structural topsoil was placed on the block after completion of the structural fill. This would need to be removed as part of the site preparation for building and driveway construction.
I trust this meets your requirements. Please do not hesitate to contact me if you have any queries. Yours faithfully
Geoff Turley Lab Manager For Brisbane South Construction Sciences
QLD ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Beenleigh ● Petrie ● Cairns ● Townsville ● Whitsunday ● Mackay ● Moranbah ● Emerald Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast NSW ● Sydney (Glendenning and Alexandria) ● Newcastle ● Coffs Harbour ● Taree ● Ballina ● Illawarra (Albion Park) Victoria ● Bendigo ● Melbourne (Brooklyn, Sunshine, Oaklands Junction, Highett) ● Echuca WA ● Perth (Gosnells) ● Bunbury ● Newman ● Port Hedland NT ● Darwin (Berrimah) ACT ● Fyshwick SA ● Adelaide (Hindmarsh)
Construction Sciences Pty Ltd ABN 74 128 806 735
1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.constructionsciences.net
1979/L/12-1
19/06/2017
Destiny Developments 10 Bailey Street West End QLD 4101 Dear Sir, INSPECTION OF PLACEMENT AND COMPACTION OF ALLOTMENT FILL 19-25 HARRY STREET, BELLBIRD PARK– LOT NUMBER 2 This is to confirm that placement and compaction of the allotment fill for the above project and Lot was supervised by Cardno Construction Sciences Pty Ltd under Level 1 arrangements as described in AS3798-2007 “Guidelines on earthworks for commercial and residential developments”.
This indicates that the fill was compacted to at least the minimum density ratio in accordance with the specification requirements and it is considered that the fill may be deemed to be “controlled fill” in accordance with AS2870-2011 “Residential Slabs & Footings”.
It may be that non-structural topsoil was placed on the block after completion of the structural fill. This would need to be removed as part of the site preparation for building and driveway construction.
I trust this meets your requirements. Please do not hesitate to contact me if you have any queries. Yours faithfully
Geoff Turley Lab Manager For Brisbane South Construction Sciences
QLD ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Beenleigh ● Petrie ● Cairns ● Townsville ● Whitsunday ● Mackay ● Moranbah ● Emerald Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast NSW ● Sydney (Glendenning and Alexandria) ● Newcastle ● Coffs Harbour ● Taree ● Ballina ● Illawarra (Albion Park) Victoria ● Bendigo ● Melbourne (Brooklyn, Sunshine, Oaklands Junction, Highett) ● Echuca WA ● Perth (Gosnells) ● Bunbury ● Newman ● Port Hedland NT ● Darwin (Berrimah) ACT ● Fyshwick SA ● Adelaide (Hindmarsh)
Construction Sciences Pty Ltd ABN 74 128 806 735
1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.constructionsciences.net
1979/L/12-1
19/06/2017
Destiny Developments 10 Bailey Street West End QLD 4101 Dear Sir, INSPECTION OF PLACEMENT AND COMPACTION OF ALLOTMENT FILL 19-25 HARRY STREET, BELLBIRD PARK– LOT NUMBER 3 This is to confirm that placement and compaction of the allotment fill for the above project and Lot was supervised by Cardno Construction Sciences Pty Ltd under Level 1 arrangements as described in AS3798-2007 “Guidelines on earthworks for commercial and residential developments”.
This indicates that the fill was compacted to at least the minimum density ratio in accordance with the specification requirements and it is considered that the fill may be deemed to be “controlled fill” in accordance with AS2870-2011 “Residential Slabs & Footings”.
It may be that non-structural topsoil was placed on the block after completion of the structural fill. This would need to be removed as part of the site preparation for building and driveway construction.
I trust this meets your requirements. Please do not hesitate to contact me if you have any queries. Yours faithfully
Geoff Turley Lab Manager For Brisbane South Construction Sciences
QLD ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Beenleigh ● Petrie ● Cairns ● Townsville ● Whitsunday ● Mackay ● Moranbah ● Emerald Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast NSW ● Sydney (Glendenning and Alexandria) ● Newcastle ● Coffs Harbour ● Taree ● Ballina ● Illawarra (Albion Park) Victoria ● Bendigo ● Melbourne (Brooklyn, Sunshine, Oaklands Junction, Highett) ● Echuca WA ● Perth (Gosnells) ● Bunbury ● Newman ● Port Hedland NT ● Darwin (Berrimah) ACT ● Fyshwick SA ● Adelaide (Hindmarsh)
Construction Sciences Pty Ltd ABN 74 128 806 735
1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.constructionsciences.net
1979/L/12-1
19/06/2017
Destiny Developments 10 Bailey Street West End QLD 4101 Dear Sir, INSPECTION OF PLACEMENT AND COMPACTION OF ALLOTMENT FILL 19-25 HARRY STREET, BELLBIRD PARK– LOT NUMBER 4 This is to confirm that placement and compaction of the allotment fill for the above project and Lot was supervised by Cardno Construction Sciences Pty Ltd under Level 1 arrangements as described in AS3798-2007 “Guidelines on earthworks for commercial and residential developments”.
This indicates that the fill was compacted to at least the minimum density ratio in accordance with the specification requirements and it is considered that the fill may be deemed to be “controlled fill” in accordance with AS2870-2011 “Residential Slabs & Footings”.
It may be that non-structural topsoil was placed on the block after completion of the structural fill. This would need to be removed as part of the site preparation for building and driveway construction.
I trust this meets your requirements. Please do not hesitate to contact me if you have any queries. Yours faithfully
Geoff Turley Lab Manager For Brisbane South Construction Sciences
QLD ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Beenleigh ● Petrie ● Cairns ● Townsville ● Whitsunday ● Mackay ● Moranbah ● Emerald Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast NSW ● Sydney (Glendenning and Alexandria) ● Newcastle ● Coffs Harbour ● Taree ● Ballina ● Illawarra (Albion Park) Victoria ● Bendigo ● Melbourne (Brooklyn, Sunshine, Oaklands Junction, Highett) ● Echuca WA ● Perth (Gosnells) ● Bunbury ● Newman ● Port Hedland NT ● Darwin (Berrimah) ACT ● Fyshwick SA ● Adelaide (Hindmarsh)
Construction Sciences Pty Ltd ABN 74 128 806 735
1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.constructionsciences.net
1979/L/12-1
19/06/2017
Destiny Developments 10 Bailey Street West End QLD 4101 Dear Sir, INSPECTION OF PLACEMENT AND COMPACTION OF ALLOTMENT FILL 19-25 HARRY STREET, BELLBIRD PARK– LOT NUMBER 5 This is to confirm that placement and compaction of the allotment fill for the above project and Lot was supervised by Cardno Construction Sciences Pty Ltd under Level 1 arrangements as described in AS3798-2007 “Guidelines on earthworks for commercial and residential developments”.
This indicates that the fill was compacted to at least the minimum density ratio in accordance with the specification requirements and it is considered that the fill may be deemed to be “controlled fill” in accordance with AS2870-2011 “Residential Slabs & Footings”.
It may be that non-structural topsoil was placed on the block after completion of the structural fill. This would need to be removed as part of the site preparation for building and driveway construction.
I trust this meets your requirements. Please do not hesitate to contact me if you have any queries. Yours faithfully
Geoff Turley Lab Manager For Brisbane South Construction Sciences
QLD ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Beenleigh ● Petrie ● Cairns ● Townsville ● Whitsunday ● Mackay ● Moranbah ● Emerald Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast NSW ● Sydney (Glendenning and Alexandria) ● Newcastle ● Coffs Harbour ● Taree ● Ballina ● Illawarra (Albion Park) Victoria ● Bendigo ● Melbourne (Brooklyn, Sunshine, Oaklands Junction, Highett) ● Echuca WA ● Perth (Gosnells) ● Bunbury ● Newman ● Port Hedland NT ● Darwin (Berrimah) ACT ● Fyshwick SA ● Adelaide (Hindmarsh)
Construction Sciences Pty Ltd ABN 74 128 806 735
1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.constructionsciences.net
1979/L/12-1
19/06/2017
Destiny Developments 10 Bailey Street West End QLD 4101 Dear Sir, INSPECTION OF PLACEMENT AND COMPACTION OF ALLOTMENT FILL 19-25 HARRY STREET, BELLBIRD PARK– LOT NUMBER 6 This is to confirm that placement and compaction of the allotment fill for the above project and Lot was supervised by Cardno Construction Sciences Pty Ltd under Level 1 arrangements as described in AS3798-2007 “Guidelines on earthworks for commercial and residential developments”.
This indicates that the fill was compacted to at least the minimum density ratio in accordance with the specification requirements and it is considered that the fill may be deemed to be “controlled fill” in accordance with AS2870-2011 “Residential Slabs & Footings”.
It may be that non-structural topsoil was placed on the block after completion of the structural fill. This would need to be removed as part of the site preparation for building and driveway construction.
I trust this meets your requirements. Please do not hesitate to contact me if you have any queries. Yours faithfully
Geoff Turley Lab Manager For Brisbane South Construction Sciences
QLD ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Beenleigh ● Petrie ● Cairns ● Townsville ● Whitsunday ● Mackay ● Moranbah ● Emerald Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast NSW ● Sydney (Glendenning and Alexandria) ● Newcastle ● Coffs Harbour ● Taree ● Ballina ● Illawarra (Albion Park) Victoria ● Bendigo ● Melbourne (Brooklyn, Sunshine, Oaklands Junction, Highett) ● Echuca WA ● Perth (Gosnells) ● Bunbury ● Newman ● Port Hedland NT ● Darwin (Berrimah) ACT ● Fyshwick SA ● Adelaide (Hindmarsh)
Construction Sciences Pty Ltd ABN 74 128 806 735
1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.constructionsciences.net
1979/L/12-1
19/06/2017
Destiny Developments 10 Bailey Street West End QLD 4101 Dear Sir, INSPECTION OF PLACEMENT AND COMPACTION OF ALLOTMENT FILL 19-25 HARRY STREET, BELLBIRD PARK– LOT NUMBER 7 This is to confirm that placement and compaction of the allotment fill for the above project and Lot was supervised by Cardno Construction Sciences Pty Ltd under Level 1 arrangements as described in AS3798-2007 “Guidelines on earthworks for commercial and residential developments”.
This indicates that the fill was compacted to at least the minimum density ratio in accordance with the specification requirements and it is considered that the fill may be deemed to be “controlled fill” in accordance with AS2870-2011 “Residential Slabs & Footings”.
It may be that non-structural topsoil was placed on the block after completion of the structural fill. This would need to be removed as part of the site preparation for building and driveway construction.
I trust this meets your requirements. Please do not hesitate to contact me if you have any queries. Yours faithfully
Geoff Turley Lab Manager For Brisbane South Construction Sciences
QLD ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Beenleigh ● Petrie ● Cairns ● Townsville ● Whitsunday ● Mackay ● Moranbah ● Emerald Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast NSW ● Sydney (Glendenning and Alexandria) ● Newcastle ● Coffs Harbour ● Taree ● Ballina ● Illawarra (Albion Park) Victoria ● Bendigo ● Melbourne (Brooklyn, Sunshine, Oaklands Junction, Highett) ● Echuca WA ● Perth (Gosnells) ● Bunbury ● Newman ● Port Hedland NT ● Darwin (Berrimah) ACT ● Fyshwick SA ● Adelaide (Hindmarsh)
Construction Sciences Pty Ltd ABN 74 128 806 735
1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.constructionsciences.net
1979/L/12-1
19/06/2017
Destiny Developments 10 Bailey Street West End QLD 4101 Dear Sir, INSPECTION OF PLACEMENT AND COMPACTION OF ALLOTMENT FILL 19-25 HARRY STREET, BELLBIRD PARK– LOT NUMBER 10 This is to confirm that placement and compaction of the allotment fill for the above project and Lot was supervised by Cardno Construction Sciences Pty Ltd under Level 1 arrangements as described in AS3798-2007 “Guidelines on earthworks for commercial and residential developments”.
This indicates that the fill was compacted to at least the minimum density ratio in accordance with the specification requirements and it is considered that the fill may be deemed to be “controlled fill” in accordance with AS2870-2011 “Residential Slabs & Footings”.
It may be that non-structural topsoil was placed on the block after completion of the structural fill. This would need to be removed as part of the site preparation for building and driveway construction.
I trust this meets your requirements. Please do not hesitate to contact me if you have any queries. Yours faithfully
Geoff Turley Lab Manager For Brisbane South Construction Sciences
QLD ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Beenleigh ● Petrie ● Cairns ● Townsville ● Whitsunday ● Mackay ● Moranbah ● Emerald Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast NSW ● Sydney (Glendenning and Alexandria) ● Newcastle ● Coffs Harbour ● Taree ● Ballina ● Illawarra (Albion Park) Victoria ● Bendigo ● Melbourne (Brooklyn, Sunshine, Oaklands Junction, Highett) ● Echuca WA ● Perth (Gosnells) ● Bunbury ● Newman ● Port Hedland NT ● Darwin (Berrimah) ACT ● Fyshwick SA ● Adelaide (Hindmarsh)
Construction Sciences Pty Ltd ABN 74 128 806 735
1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.constructionsciences.net
1979/L/12-1
19/06/2017
Destiny Developments 10 Bailey Street West End QLD 4101 Dear Sir, INSPECTION OF PLACEMENT AND COMPACTION OF ALLOTMENT FILL 19-25 HARRY STREET, BELLBIRD PARK– LOT NUMBER 11 This is to confirm that placement and compaction of the allotment fill for the above project and Lot was supervised by Cardno Construction Sciences Pty Ltd under Level 1 arrangements as described in AS3798-2007 “Guidelines on earthworks for commercial and residential developments”.
This indicates that the fill was compacted to at least the minimum density ratio in accordance with the specification requirements and it is considered that the fill may be deemed to be “controlled fill” in accordance with AS2870-2011 “Residential Slabs & Footings”.
It may be that non-structural topsoil was placed on the block after completion of the structural fill. This would need to be removed as part of the site preparation for building and driveway construction.
I trust this meets your requirements. Please do not hesitate to contact me if you have any queries. Yours faithfully
Geoff Turley Lab Manager For Brisbane South Construction Sciences
QLD ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Beenleigh ● Petrie ● Cairns ● Townsville ● Whitsunday ● Mackay ● Moranbah ● Emerald Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast NSW ● Sydney (Glendenning and Alexandria) ● Newcastle ● Coffs Harbour ● Taree ● Ballina ● Illawarra (Albion Park) Victoria ● Bendigo ● Melbourne (Brooklyn, Sunshine, Oaklands Junction, Highett) ● Echuca WA ● Perth (Gosnells) ● Bunbury ● Newman ● Port Hedland NT ● Darwin (Berrimah) ACT ● Fyshwick SA ● Adelaide (Hindmarsh)
Construction Sciences Pty Ltd ABN 74 128 806 735
1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.constructionsciences.net
1979/L/12-1
19/06/2017
Destiny Developments 10 Bailey Street West End QLD 4101 Dear Sir, INSPECTION OF PLACEMENT AND COMPACTION OF ALLOTMENT FILL 19-25 HARRY STREET, BELLBIRD PARK– LOT NUMBER 12 This is to confirm that placement and compaction of the allotment fill for the above project and Lot was supervised by Cardno Construction Sciences Pty Ltd under Level 1 arrangements as described in AS3798-2007 “Guidelines on earthworks for commercial and residential developments”.
This indicates that the fill was compacted to at least the minimum density ratio in accordance with the specification requirements and it is considered that the fill may be deemed to be “controlled fill” in accordance with AS2870-2011 “Residential Slabs & Footings”.
It may be that non-structural topsoil was placed on the block after completion of the structural fill. This would need to be removed as part of the site preparation for building and driveway construction.
I trust this meets your requirements. Please do not hesitate to contact me if you have any queries. Yours faithfully
Geoff Turley Lab Manager For Brisbane South Construction Sciences
QLD ● Brisbane South (Acacia Ridge) ● Brisbane North (Geebung) ● Beenleigh ● Petrie ● Cairns ● Townsville ● Whitsunday ● Mackay ● Moranbah ● Emerald Rockhampton ● Gladstone ● Sunshine Coast ● Gold Coast NSW ● Sydney (Glendenning and Alexandria) ● Newcastle ● Coffs Harbour ● Taree ● Ballina ● Illawarra (Albion Park) Victoria ● Bendigo ● Melbourne (Brooklyn, Sunshine, Oaklands Junction, Highett) ● Echuca WA ● Perth (Gosnells) ● Bunbury ● Newman ● Port Hedland NT ● Darwin (Berrimah) ACT ● Fyshwick SA ● Adelaide (Hindmarsh)
Construction Sciences Pty Ltd ABN 74 128 806 735
1 Fox Road Acacia Ridge QLD 4110 Australia PO Box 253 Acacia Ridge QLD 4110 Australia Phone: 61 7 3320 8500 www.constructionsciences.net
1979/L/12-1
19/06/2017
Destiny Developments 10 Bailey Street West End QLD 4101 Dear Sir, INSPECTION OF PLACEMENT AND COMPACTION OF ALLOTMENT FILL 19-25 HARRY STREET, BELLBIRD PARK– LOT NUMBER 13 This is to confirm that placement and compaction of the allotment fill for the above project and Lot was supervised by Cardno Construction Sciences Pty Ltd under Level 1 arrangements as described in AS3798-2007 “Guidelines on earthworks for commercial and residential developments”.
This indicates that the fill was compacted to at least the minimum density ratio in accordance with the specification requirements and it is considered that the fill may be deemed to be “controlled fill” in accordance with AS2870-2011 “Residential Slabs & Footings”.
It may be that non-structural topsoil was placed on the block after completion of the structural fill. This would need to be removed as part of the site preparation for building and driveway construction.
I trust this meets your requirements. Please do not hesitate to contact me if you have any queries. Yours faithfully
Geoff Turley Lab Manager For Brisbane South Construction Sciences
Level One Report 19-25 Harry Street
6
19-25 Harry Street
APPENDIX
B FIELD DENSITY TEST RESULTS
Page 1 of 120/04/2017Report Date / Page:Area Description:
Client Reference/s:Component:
1979/T/13839Internal Test Request:Bellbird ParkLocation:
Lot Number:19-25 Harry StreetProject:
1979/P/1377Project Number:10 Bailey Street, West EndClient Address:
1979/R/27651-1Report Number:Destiny DevelopmentsClient:
DRY DENSITY RATIO / MOISTURE RATIO REPORT
Acacia Ridge QLD 4110
1 Fox Road,
[email protected]:Address:
07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:
Brisbane South LaboratoryLaboratory:Construction Sciences Pty Ltd
AS1289.5.4.1, AS1289.5.1.1, AS1289.5.8.1, AS1289.2.1.1Test Procedures:
97.0
95
1.90
1.85
103.5
0.5% Wetter than OMC
12.0
12.4
No
19/04/2017
1979/S/69975
3
3
< 37.5mm
0.3m Below F/L
8m N, 11m E
S/W Corner
Lot 13
-
Standard
200 / - / -
AS1289.1.2.1 Cl 6.4b
Fill
On-Site
19/04/2017 14:45
-
EW-01
1979/S/69975
Dry Density Ratio (%)
Dry Density Ratio Required (%)
Maximum Dry Density (t/m³)
Field Dry Density (t/m³)
Density Test Results:
Moisture Ratio (%)
Variation from OMC (%)
Optimum Moisture Content (%)
Field Moisture Content (%)
Moisture Test Results:
Assigned MDR (Yes / No)
MDR Sample Date / Update
MDR Sample Number
Sample Oversize Dry (%)
Sample Oversize Wet (%)
Test Fraction (mm)
Level
Location
Stabilised Material Curing Time
Standard or Modified
Depths: Test / Nom / Actual (mm)
Sampling Method
Material Type
Material Source
Date / Time Tested
Lot Number
ID / Client ID
Sample Number
1979Corporate Site Number:
1986Accreditation Number:
The results of the tests, calibrations and/or measurements included in thisdocument are traceable to Australian/national standards.
Accredited for compliance with ISO/IEC 17025
W27ASRep Rev 1Form ID:
Geoffrey TurleyApproved Signatory:
Remarks
Page 1 of 121/04/2017Report Date / Page:Area Description:
Client Reference/s:Component:
1979/T/13857Internal Test Request:Bellbird ParkLocation:
Lot Number:19-25 Harry StreetProject:
1979/P/1377Project Number:10 Bailey Street, West EndClient Address:
1979/R/27674-1Report Number:Destiny DevelopmentsClient:
DRY DENSITY RATIO / MOISTURE RATIO REPORT
Acacia Ridge QLD 4110
1 Fox Road,
[email protected]:Address:
07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:
Brisbane South LaboratoryLaboratory:Construction Sciences Pty Ltd
AS1289.5.4.1, AS1289.5.1.1, AS1289.5.8.1, AS1289.2.1.1Test Procedures:
102.0
95
1.82
1.85
99.5
0.0% Drier than OMC
14.0
14.1
No
20/04/2017
1979/S/70058
0
0
< 19.0 mm
0.15m Below F/L
5m N, 5m E
S/W Corner
Lot 11
-
Standard
200 / - / -
AS1289.1.2.1 Cl 6.4b
Fill
On-Site
20/04/2017 10:40
-
EW-02
1979/S/70058
Dry Density Ratio (%)
Dry Density Ratio Required (%)
Maximum Dry Density (t/m³)
Field Dry Density (t/m³)
Density Test Results:
Moisture Ratio (%)
Variation from OMC (%)
Optimum Moisture Content (%)
Field Moisture Content (%)
Moisture Test Results:
Assigned MDR (Yes / No)
MDR Sample Date / Update
MDR Sample Number
Sample Oversize Dry (%)
Sample Oversize Wet (%)
Test Fraction (mm)
Level
Location
Stabilised Material Curing Time
Standard or Modified
Depths: Test / Nom / Actual (mm)
Sampling Method
Material Type
Material Source
Date / Time Tested
Lot Number
ID / Client ID
Sample Number
1979Corporate Site Number:
1986Accreditation Number:
The results of the tests, calibrations and/or measurements included in thisdocument are traceable to Australian/national standards.
Accredited for compliance with ISO/IEC 17025
W27ASRep Rev 1Form ID:
Geoffrey TurleyApproved Signatory:
Remarks
Page 1 of 14/05/2017Report Date / Page:Area Description:
Client Reference/s:Component:
1979/T/13872Internal Test Request:Bellbird ParkLocation:
Lot Number:19-25 Harry StreetProject:
1979/P/1377Project Number:10 Bailey Street, West EndClient Address:
1979/R/27790-1Report Number:Destiny DevelopmentsClient:
DRY DENSITY RATIO / MOISTURE RATIO REPORT
Acacia Ridge QLD 4110
1 Fox Road,
[email protected]:Address:
07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:
Brisbane South LaboratoryLaboratory:Construction Sciences Pty Ltd
AS1289.5.4.1, AS1289.5.1.1, AS1289.5.8.1, AS1289.2.1.1Test Procedures:
96.5
95
1.74
1.67
103.5
0.5% Wetter than OMC
18.0
18.6
No
22/04/2017
1979/S/70109
0
0
< 19.0 mm
F/L
5m N, 3m E
S/W Corner
Lot 10
-
Standard
200 / - / -
AS1289.1.2.1 Cl 6.4b
Fill
On-Site
22/04/2017 08:30
-
EW-04
1979/S/70109
96.5
95
1.89
1.83
103.5
0.5% Wetter than OMC
16.0
16.8
No
22/04/2017
1979/S/70108
0
0
< 19.0 mm
F/L
8m S, 6m E
N/W Corner
Lot 12
-
Standard
200 / - / -
AS1289.1.2.1 Cl 6.4b
Fill
On-Site
22/04/2017 08:20
-
EW-03
1979/S/70108
Dry Density Ratio (%)
Dry Density Ratio Required (%)
Maximum Dry Density (t/m³)
Field Dry Density (t/m³)
Density Test Results:
Moisture Ratio (%)
Variation from OMC (%)
Optimum Moisture Content (%)
Field Moisture Content (%)
Moisture Test Results:
Assigned MDR (Yes / No)
MDR Sample Date / Update
MDR Sample Number
Sample Oversize Dry (%)
Sample Oversize Wet (%)
Test Fraction (mm)
Level
Location
Stabilised Material Curing Time
Standard or Modified
Depths: Test / Nom / Actual (mm)
Sampling Method
Material Type
Material Source
Date / Time Tested
Lot Number
ID / Client ID
Sample Number
1979Corporate Site Number:
1986Accreditation Number:
The results of the tests, calibrations and/or measurements included in thisdocument are traceable to Australian/national standards.
Accredited for compliance with ISO/IEC 17025
W27ASRep Rev 1Form ID:
Dean StimpsonApproved Signatory:
Remarks
Page 1 of 15/05/2017Report Date / Page:Area Description:
Client Reference/s:Component:
1979/T/13935Internal Test Request:Bellbird ParkLocation:
Lot Number:19-25 Harry StreetProject:
1979/P/1377Project Number:10 Bailey Street, West EndClient Address:
1979/R/27812-1Report Number:Destiny DevelopmentsClient:
DRY DENSITY RATIO / MOISTURE RATIO REPORT
Acacia Ridge QLD 4110
1 Fox Road,
[email protected]:Address:
07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:
Brisbane South LaboratoryLaboratory:Construction Sciences Pty Ltd
AS1289.5.4.1, AS1289.5.1.1, AS1289.5.8.1, AS1289.2.1.1Test Procedures:
98.5
95
1.92
1.89
100.5
0.0% Wetter than OMC
15.5
15.4
No
2/05/2017
1979/S/70512
0
0
< 19.0 mm
0.3m Below F/L
5m S, 3m W
N/E Corner
Lot 3
-
Standard
200 / - / -
AS1289.1.2.1 Cl 6.4b
Fill
On-Site
2/05/2017 10:00
-
EW-05
1979/S/70512
Dry Density Ratio (%)
Dry Density Ratio Required (%)
Maximum Dry Density (t/m³)
Field Dry Density (t/m³)
Density Test Results:
Moisture Ratio (%)
Variation from OMC (%)
Optimum Moisture Content (%)
Field Moisture Content (%)
Moisture Test Results:
Assigned MDR (Yes / No)
MDR Sample Date / Update
MDR Sample Number
Sample Oversize Dry (%)
Sample Oversize Wet (%)
Test Fraction (mm)
Level
Location
Stabilised Material Curing Time
Standard or Modified
Depths: Test / Nom / Actual (mm)
Sampling Method
Material Type
Material Source
Date / Time Tested
Lot Number
ID / Client ID
Sample Number
1979Corporate Site Number:
1986Accreditation Number:
The results of the tests, calibrations and/or measurements included in thisdocument are traceable to Australian/national standards.
Accredited for compliance with ISO/IEC 17025
W27ASRep Rev 1Form ID:
Dean StimpsonApproved Signatory:
Remarks
Page 1 of 15/05/2017Report Date / Page:Area Description:
Client Reference/s:Component:
1979/T/13959Internal Test Request:Bellbird ParkLocation:
Lot Number:19-25 Harry StreetProject:
1979/P/1377Project Number:10 Bailey Street, West EndClient Address:
1979/R/27825-1Report Number:Destiny DevelopmentsClient:
DRY DENSITY RATIO / MOISTURE RATIO REPORT
Acacia Ridge QLD 4110
1 Fox Road,
[email protected]:Address:
07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:
Brisbane South LaboratoryLaboratory:Construction Sciences Pty Ltd
AS1289.5.4.1, AS1289.5.1.1, AS1289.5.8.1, AS1289.2.1.1Test Procedures:
98.5
95
1.87
1.84
102.5
0.5% Wetter than OMC
15.0
15.3
No
3/05/2017
1979/S/70637
0
0
< 19.0 mm
F/L
12m S, 5m E
N/W Corner
Lot 5
-
Standard
200 / - / -
AS1289.1.2.1 Cl 6.4b
Fill
On-Site
3/05/2017 10:10
-
EW-06
1979/S/70637
Dry Density Ratio (%)
Dry Density Ratio Required (%)
Maximum Dry Density (t/m³)
Field Dry Density (t/m³)
Density Test Results:
Moisture Ratio (%)
Variation from OMC (%)
Optimum Moisture Content (%)
Field Moisture Content (%)
Moisture Test Results:
Assigned MDR (Yes / No)
MDR Sample Date / Update
MDR Sample Number
Sample Oversize Dry (%)
Sample Oversize Wet (%)
Test Fraction (mm)
Level
Location
Stabilised Material Curing Time
Standard or Modified
Depths: Test / Nom / Actual (mm)
Sampling Method
Material Type
Material Source
Date / Time Tested
Lot Number
ID / Client ID
Sample Number
1979Corporate Site Number:
1986Accreditation Number:
The results of the tests, calibrations and/or measurements included in thisdocument are traceable to Australian/national standards.
Accredited for compliance with ISO/IEC 17025
W27ASRep Rev 1Form ID:
Dean StimpsonApproved Signatory:
Remarks
Page 1 of 126/05/2017Report Date / Page:Fill Lot 6Area Description:
Client Reference/s:Level 1 Harry StreetComponent:
1979/T/14233Internal Test Request:Bellbird ParkLocation:
6Lot Number:19-25 Harry StreetProject:
1979/P/1377Project Number:10 Bailey Street, West EndClient Address:
1979/R/28194-1Report Number:Destiny DevelopmentsClient:
DRY DENSITY RATIO / MOISTURE RATIO REPORT
Acacia Ridge QLD 4110
1 Fox Road,
[email protected]:Address:
07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:
Brisbane South LaboratoryLaboratory:Construction Sciences Pty Ltd
AS1289.5.4.1, AS1289.5.1.1, AS1289.5.8.1, AS1289.2.1.1Test Procedures:
95.0
95
1.88
1.79
113.0
1.5% Wetter than OMC
11.5
12.9
No
25/05/2017
1979/S/72018
0
0
< 19.0 mm
-250 FL
Lot 6
Harry ST
-
Standard
175 / - / 200
AS1289.1.2.1 Cl 6.4b
Insitu
On-Site
25/05/2017
6
1979/S/72018
Dry Density Ratio (%)
Dry Density Ratio Required (%)
Maximum Dry Density (t/m³)
Field Dry Density (t/m³)
Density Test Results:
Moisture Ratio (%)
Variation from OMC (%)
Optimum Moisture Content (%)
Field Moisture Content (%)
Moisture Test Results:
Assigned MDR (Yes / No)
MDR Sample Date / Update
MDR Sample Number
Sample Oversize Dry (%)
Sample Oversize Wet (%)
Test Fraction (mm)
Level
Location
Stabilised Material Curing Time
Standard or Modified
Depths: Test / Nom / Actual (mm)
Sampling Method
Material Type
Material Source
Date / Time Tested
Lot Number
ID / Client ID
Sample Number
1979Corporate Site Number:
1986Accreditation Number:
The results of the tests, calibrations and/or measurements included in thisdocument are traceable to Australian/national standards.
Accredited for compliance with ISO/IEC 17025
W27ASRep Rev 1Form ID:
Geoffrey TurleyApproved Signatory:
Remarks
Page 1 of 112/06/2017Report Date / Page:Area Description:
Client Reference/s:Component:
1979/T/14409Internal Test Request:Bellbird ParkLocation:
Lot Number:19-25 Harry StreetProject:
1979/P/1377Project Number:10 Bailey Street, West EndClient Address:
1979/R/28434-1Report Number:Destiny DevelopmentsClient:
DRY DENSITY RATIO / MOISTURE RATIO REPORT
Acacia Ridge QLD 4110
1 Fox Road,
[email protected]:Address:
07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:
Brisbane South LaboratoryLaboratory:Construction Sciences Pty Ltd
AS1289.5.4.1, AS1289.5.1.1, AS1289.5.8.1, AS1289.2.1.1Test Procedures:
101.5
95
1.56
1.59
96.0
0.5% Drier than OMC
17.5
16.8
No
7/06/2017
1979/S/72898
0
0
< 19.0 mm
4m N, 5m E
N/E corner
0.3m Below fl
Lot 1
-
Standard
150 / - / -
AS1289.1.2.1 Cl 6.4b
Imported Fill
Imported
7/06/2017 15:00
-
-
1979/S/72898
99.0
95
1.61
1.59
94.5
1.0% Drier than OMC
14.0
13.3
No
7/06/2017
1979/S/72897
0
0
< 19.0 mm
6m S,6m W
N/E corner
0.9m Below fl
Lot 4
-
Standard
150 / - / -
AS1289.1.2.1 Cl 6.4b
Imported Fill
Imported
7/06/2017 14:30
-
-
1979/S/72897
Dry Density Ratio (%)
Dry Density Ratio Required (%)
Maximum Dry Density (t/m³)
Field Dry Density (t/m³)
Density Test Results:
Moisture Ratio (%)
Variation from OMC (%)
Optimum Moisture Content (%)
Field Moisture Content (%)
Moisture Test Results:
Assigned MDR (Yes / No)
MDR Sample Date / Update
MDR Sample Number
Sample Oversize Dry (%)
Sample Oversize Wet (%)
Test Fraction (mm)
LOCATION
Stabilised Material Curing Time
Standard or Modified
Depths: Test / Nom / Actual (mm)
Sampling Method
Material Type
Material Source
Date / Time Tested
Lot Number
ID / Client ID
Sample Number
1979Corporate Site Number:
1986Accreditation Number:
The results of the tests, calibrations and/or measurements included in thisdocument are traceable to Australian/national standards.
Accredited for compliance with ISO/IEC 17025
W27ASRep Rev 1Form ID:
Sothea Bun (Sothea)Approved Signatory:
Remarks
Page 1 of 116/06/2017Report Date / Page:Area Description:
Client Reference/s:Component:
1979/T/14477Internal Test Request:Bellbird ParkLocation:
Lot Number:19-25 Harry StreetProject:
1979/P/1377Project Number:10 Bailey Street, West EndClient Address:
1979/R/28518-1Report Number:Destiny DevelopmentsClient:
DRY DENSITY RATIO / MOISTURE RATIO REPORT
Acacia Ridge QLD 4110
1 Fox Road,
[email protected]:Address:
07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:
Brisbane South LaboratoryLaboratory:Construction Sciences Pty Ltd
AS1289.5.4.1, AS1289.5.1.1, AS1289.5.8.1, AS1289.2.1.1Test Procedures:
97.0
95
1.80
1.74
84.0
2.5% Drier than OMC
14.5
12.3
No
8/06/2017
1979/S/73399
0
0
< 19.0 mm
5m S,5m E
N/W corner
0.3m Below fl
Lot 4
-
Standard
150 / - / -
AS1289.1.2.1 Cl 6.4b
Imported Fill
Imported
8/06/2017
-
-
1979/S/73399
97.0
95
1.78
1.73
81.0
3.0% Drier than OMC
14.5
11.9
No
8/06/2017
1979/S/73400
0
0
< 19.0 mm
10m S, 10m E
N/W corner
FL
Lot 4
-
Standard
150 / - / -
AS1289.1.2.1 Cl 6.4b
Imported Fill
Imported
8/06/2017
-
-
1979/S/73400
98.5
95
1.68
1.66
84.5
2.0% Drier than OMC
12.5
10.5
No
8/06/2017
1979/S/73398
9
9
< 19.0 mm
15m S, 10m E
N/W corner
FL
Lot 1
-
Standard
150 / - / -
AS1289.1.2.1 Cl 6.4b
Imported Fill
Imported
8/06/2017
-
-
1979/S/73398
100.0
95
1.68
1.67
77.0
3.0% Drier than OMC
12.0
9.4
No
8/06/2017
1979/S/73397
8
8
< 19.0 mm
8m S, 5m E
N/W corner
FL
Lot 1
-
Standard
150 / - / -
AS1289.1.2.1 Cl 6.4b
Imported Fill
Imported
8/06/2017
-
-
1979/S/73397
Dry Density Ratio (%)
Dry Density Ratio Required (%)
Maximum Dry Density (t/m³)
Field Dry Density (t/m³)
Density Test Results:
Moisture Ratio (%)
Variation from OMC (%)
Optimum Moisture Content (%)
Field Moisture Content (%)
Moisture Test Results:
Assigned MDR (Yes / No)
MDR Sample Date / Update
MDR Sample Number
Sample Oversize Dry (%)
Sample Oversize Wet (%)
Test Fraction (mm)
LOCATION
Stabilised Material Curing Time
Standard or Modified
Depths: Test / Nom / Actual (mm)
Sampling Method
Material Type
Material Source
Date / Time Tested
Lot Number
ID / Client ID
Sample Number
1979Corporate Site Number:
1986Accreditation Number:
The results of the tests, calibrations and/or measurements included in thisdocument are traceable to Australian/national standards.
Accredited for compliance with ISO/IEC 17025
W27ASRep Rev 1Form ID:
James RiddlesApproved Signatory:
Remarks
Level One Report 19-25 Harry Street
8
19-25 Harry Street
APPENDIX
C ALLOTMENT FILL MAP
FIGURE 1 (NOT TO SCALE) ALLOTMENT FILL Job No: 1979 P 1377
Destiny Developments 19-25 Harry Street, Bellbird Park
Level One Fill Area
PO Box 253 Acacia Ridge QLD 4118 Ph: 3320 8500 Fax: 3320 8599 [email protected]
Level One Report 19-25 Harry Street
10
Contact 1 Fox Road Acacia Ridge, QLD 4110 Telephone: (07) 3320 8500 Facsimile: (07) 3320 8599 [email protected] www.constructionsciences.net