augustine park compaction report - lion land marketing

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


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.


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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


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


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]


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.


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




1979/L/12-1

19/06/2017







6

19-25 Harry Street

APPENDIX

B FIELD DENSITY TEST RESULTS

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









1 Fox Road,


07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:



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






Moisture Ratio (%)







MDR Sample Number



Test Fraction (mm)

Level

Location




Sampling Method

Material Type

Material Source

Date / Time Tested

Lot Number

ID / Client ID

Sample Number







Remarks









1 Fox Road,


07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:



96.5

95

1.74

1.67

103.5


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


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






Moisture Ratio (%)







MDR Sample Number



Test Fraction (mm)

Level

Location




Sampling Method

Material Type

Material Source

Date / Time Tested

Lot Number

ID / Client ID

Sample Number






Dean StimpsonApproved Signatory:

Remarks









1 Fox Road,


07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:



98.5

95

1.92

1.89

100.5


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






Moisture Ratio (%)







MDR Sample Number



Test Fraction (mm)

Level

Location




Sampling Method

Material Type

Material Source

Date / Time Tested

Lot Number

ID / Client ID

Sample Number







Remarks









1 Fox Road,


07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:



98.5

95

1.87

1.84

102.5


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






Moisture Ratio (%)







MDR Sample Number



Test Fraction (mm)

Level

Location




Sampling Method

Material Type

Material Source

Date / Time Tested

Lot Number

ID / Client ID

Sample Number







Remarks

of 126/05/2017Report Date / Page:Fill Lot 6Area Description:

Client Reference/s:Level 1 Harry StreetComponent:


6Lot Number:19-25 Harry StreetProject:





1 Fox Road,


07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:



95.0

95

1.88

1.79

113.0


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






Moisture Ratio (%)







MDR Sample Number



Test Fraction (mm)

Level

Location




Sampling Method

Material Type

Material Source

Date / Time Tested

Lot Number

ID / Client ID

Sample Number







Remarks









1 Fox Road,


07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:



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






Moisture Ratio (%)







MDR Sample Number



Test Fraction (mm)

LOCATION




Sampling Method

Material Type

Material Source

Date / Time Tested

Lot Number

ID / Client ID

Sample Number






Sothea Bun (Sothea)Approved Signatory:

Remarks









1 Fox Road,


07 3320 8599Fax:07 3320 8500Phone:74 128 806 735ABN:



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






Moisture Ratio (%)







MDR Sample Number



Test Fraction (mm)

LOCATION




Sampling Method

Material Type

Material Source

Date / Time Tested

Lot Number

ID / Client ID

Sample Number






James RiddlesApproved Signatory:

Remarks


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]

geoff.turley

Rectangle

geoff.turley

Stamp


10

Contact 1 Fox Road Acacia Ridge, QLD 4110 Telephone: (07) 3320 8500 Facsimile: (07) 3320 8599 [email protected] www.constructionsciences.net

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