report - core projects · ‘methods of testing soils for engineering purposes. ... a.h.m., 1997....
TRANSCRIPT
REPORT
Level One Inspection and Testing Services
Hartleigh Estate Stage 4
Prepared for:
National Pacific Properties Wynnstay Pty Ltd C/o Beveridge Williams Pty Ltd
March 2017
Our Ref: 380591.004.v1
25 Metcalf Street, Dandenong South, Vic 3175, Melbourne, Australia | p.+61 3 8796 7900| www.chadwickgeotechnics.com.au
Distribution:
National Pacific Properties Wynnstay Pty Ltd C/o Beveridge Williams Pty Ltd pdf copy
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Chadwick Geotechnics Pty Ltd Level One Inspection and Testing Services - Hartleigh Estate Stage 4 National Pacific Properties Wynnstay Pty Ltd C/o Beveridge Williams Pty Ltd
March 2017Our Ref: 380591.004.v1
Table of contents
1 Introduction 1 2 Project details 1 3 Geology 1 4 Specification 2 5 Inspection and testing 2 6 Conclusion 3 7 Applicability 4
Appendix A : Density Test Location Plan
Appendix B : Table of field density results
Appendix C : NATA endorsed laboratory reports
Appendix D : Controlled Fill Certificates
1
Chadwick Geotechnics Pty Ltd Level One Inspection and Testing Services - Hartleigh Estate Stage 4 National Pacific Properties Wynnstay Pty Ltd C/o Beveridge Williams Pty Ltd
March 2017Our Ref: 380591.004.v1
1 Introduction Chadwick Geotechnics Pty Ltd (Chadwick Geotechnics) was engaged by National Pacific Properties Wynnstay Pty Ltd C/o Beveridge Williams Pty Ltd, to provide Geotechnical Inspection and Testing Authority services (GITA) at Hartleigh Estate Stage 4 in Clyde North.
2 Project details The project earthworks included the filling of Lots 401 to 403, Lots 408 to 417 and Lots 419 to 424, at the Hartleigh Estate Stage 4. The specification required the GITA works to be completed under Level 1 Supervision and Testing, that is full-time Supervision and Testing of earthworks. Chadwick Geotechnics field technicians were onsite for the duration of the earthworks program completed by the Earthworks contractor. The inspection and testing of earthworks has been carried out in accordance with AS3798-2007, ‘Guidelines on earthworks for commercial and residential developments’, with a frequency of field density tests as per Type 1 project (large scale operations). Compaction control laboratory testing was undertaken in our NATA accredited Dandenong South laboratory in accordance with AS1289 ‘Methods of Testing Soils for Engineering Purposes. The location of the site is shown in Figure 1 below.
Figure 1: Approximate site location (Image sourced from nearmap.com.au)
3 Geology Published information1 shows the site to be underlain by the Baxter Sandstone formation (Nxx) comprising Non-Marine Fluvial, sandstone, conglomerate siltstone and ironstone.
1 VANDENBERG, A.H.M., 1997. Queenscliff SJ 55-9 Edition 2 1:250,000 geological map. Geological Survey of Victoria.
Legend
Approximate Site Location
2
Chadwick Geotechnics Pty Ltd Level One Inspection and Testing Services - Hartleigh Estate Stage 4 National Pacific Properties Wynnstay Pty Ltd C/o Beveridge Williams Pty Ltd
March 2017Our Ref: 380591.004.v1
4 Specification A summary of the specification is shown below:
Maximum compacted layer thickness 150mm
Compaction Requirement 95% Standard Compaction
5 Inspection and testing Prior to any fill being placed, the stripped surface of the areas to be filled were inspected. The stripped surface inspections were performed by experienced Chadwick Geotechnics staff. The inspection was performed in accordance with the Level 1 guidelines presented in AS 3798–2007 Section 5.5. No soft spots were encountered during the inspection, and the area was found to be firm and free of vegetation and other deleterious material.
Full time Level 1 inspection and testing of the filling operations commenced on the 25th of October 2016 and was completed on the 8th of November 2016. During this period, the Chadwick Geotechnics field technician observed the filling works including the supply of material, conditioning of material (moisture conditioning and oversize removal), placement and compaction of the fill.
All fill material was placed in lift sequences and the Chadwick Geotechnics field technician verified that the surface of the stripped surface and additional lifts were thoroughly scarified and moisture conditioned prior to placement of additional layers to prevent delamination at the layer interface.
Field density and moisture content testing was carried out using a calibrated nuclear density gauge in accordance with AS 1289.5.8.1. The HILF rapid compaction test was used for peak converted wet density determinations in accordance with AS 1289.5.7.1. Test locations were recorded using a handheld GPS unit. A site plan showing the field density test locations is provided in Appendix A.
A total of forty (40) tests were performed during the filling process. The results show that five (5) tests failed to achieve the specification requirements. The contractor was advised of the tests that failed to meet the requirements of the specification and the fill relevant to those areas was re- conditioned, re-compacted and subsequently re-tested. The final results show that the specified density and moisture ratio was achieved for the filling works in question.
A summary table of Hilf density tests is provided in Appendix B and the laboratory test reports are provided in Appendix C.
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Chadwick Geotechnics Pty Ltd Level One Inspection and Testing Services - Hartleigh Estate Stage 4 National Pacific Properties Wynnstay Pty Ltd C/o Beveridge Williams Pty Ltd
March 2017Our Ref: 380591.004.v1
6 Conclusion On the basis of our direct supervision and after considering all test results relating to the project, it is our opinion, so far as it is able to be determined, that:
The materials used by the earthworks contractor met the geotechnical property requirements of the specification.
The sourced fill was considered to be natural and clean and suitable for use at the site. The fill material placed was tested at a suitable frequency in accordance with AS 3798-2007-
Table 8.1 and the results indicate the compacted clay achieved the density requirement of the specification.
Given the consistent construction practices followed by the earthworks contractor and as witnessed by the Chadwick Geotechnics field technician, combined with the satisfactory verification of test results achieved, it is inferred that areas of the site between test locations were performed to the same standard as those areas that have been tested.
It is our opinion that the earthworks undertaken on, have been performed in accordance with the requirements of Section 8.2 Level 1 Inspection and Testing AS3798-2007.
4
Chadwick Geotechnics Pty Ltd Level One Inspection and Testing Services - Hartleigh Estate Stage 4 National Pacific Properties Wynnstay Pty Ltd C/o Beveridge Williams Pty Ltd
March 2017Our Ref: 380591.004.v1
7 Applicability This report has been prepared for the exclusive use of our client National Pacific Properties Wynnstay Pty Ltd C/o Beveridge Williams Pty Ltd in good faith and in accordance with the Chadwick Geotechnics quality system for the earthworks filling of Hartleigh Estate Stage 4 in Clyde North.
This report is based on the nature of the project and the conditions present in, or factors affecting the soil as at the time of inspection, namely the 25th of October 2016 to the 8th of November 2016. No responsibility or liability will be accepted, and Chadwick Geotechnics is indemnified to the full extent permitted by law in respect of the use of this report where there has been a change in the nature of the project or the conditions on site that may alter or affect the conclusions of this report.
Should you require any further information regarding this report, please do not hesitate to contact the undersigned on (03) 8796 7900.
Chadwick Geotechnics Pty Ltd
Report prepared by: Authorised for Chadwick Geotechnics Pty Ltd by:
.......................................................... ...........................….......…...............
Robert Barden Timothy Chadwick
Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
Other than for the exclusive use of our client National Pacific Properties Wynnstay Pty Ltd C/o Beveridge Williams Pty Ltd, no part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without the prior written permission of Chadwick Geotechnics Pty Ltd.
www.chadwickgeotechnics.com.au
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CHADWICK GEOTECHNICS25 Metcalf Street, Dandenong South
Victoria 3175Ph: (03) 8796 7900
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Chadwick Geotechnics25 Metcalf Street Tel : ( 03 ) 8796 7900Dandenong South VIC 3175 Fax: ( 03 ) 8796 7944
Report No Sample No Date Test Number Location [N] Location [E] LayerDensity Ratio HILF
test (%)Moisture Variation From OMC (%) Pass / Fail Remarks
1611893 1 5779217 354493 1 98 1 wet Pass
1611894 2 5779225 354514 1 97 omc Pass
1611908 3 5779184 354474 1 97 2 wet Pass
1611909 4 5779180 354463 2 96.5 1.5 wet Pass
1611910 5 5779173 354459 1 94 2.5 wet Fail Retested, see 1612208
1611977 6 5779177 354460 3 94.5 2 wet Fail Retested, see 1612071
1611978 7 5779159 354502 2 96 0.5 dry Pass
1611979 8 5779161 354485 3 95.5 omc Pass
1611980 9 5779232 354472 2 97.5 0.5 wet Pass
1611981 10 5779165 354460 1 96.5 0.5 dry Pass
1611982 11 5779167 354447 2 95.5 2 wet Pass
1611983 12 5779192 354477 4 96.5 0.5 wet Pass
1611984 13 5779167 354450 3 95.5 omc Pass
1611985 14 5779175 354468 5 95.5 0.5 dry Pass
1612021 15 5779175 354439 1 97 0.5 dry Pass
1612022 16 5779189 354432 1 96 2 wet Pass
1612023 17 5779192 354416 2 94 omc Fail Retested, see 1612067
1612066 18 5779154 354463 1 95.5 omc Pass
1612067 19 5779190 354416 2 95 2 dry Pass Retest of 1612023
1612068 20 5779185 354467 2 94 2.5 wet Fail Retested, see 1612103
4 28/10/2016
Hartleigh Estate Stage 4 - 380591.004
1 25/10/2016
2 26/10/2016
3 27/10/2016
Chadwick Geotechnics25 Metcalf Street Tel : ( 03 ) 8796 7900Dandenong South VIC 3175 Fax: ( 03 ) 8796 7944
Report No Sample No Date Test Number Location [N] Location [E] LayerDensity Ratio HILF
test (%)Moisture Variation From OMC (%) Pass / Fail Remarks
Hartleigh Estate Stage 4 - 380591.004
1612069 21 5779179 354443 2 96 2 dry Pass
1612070 22 5779155 354516 1 95 0.5 wet Pass
1612071 23 5779160 354452 3 100.5 0.5 dry Pass Retest of 1611977
1612072 24 5779152 354518 2 94 0.5 wet Fail Retested, see 1612102
1612097 25 5779186 354313 1 96.5 1.5 wet Pass
1612098 26 5779195 354313 2 98.5 1.5 wet Pass
1612099 27 5779195 354299 3 100 omc Pass
1612100 28 5779189 354417 2 98 omc Pass
1612101 29 5779188 354312 4 97.5 omc Pass
1612102 30 5779153 354520 2 97.5 2 dry Pass Retest of 1612072
1612103 31 5779153 354467 2 96 1.5 dry Pass Retest of 1612068
1612104 32 5779202 354298 5 98.5 0.5 wet Pass
1612208 33 5779179 354465 1 97 omc Pass Retest of 1611910
1612209 34 5779172 354441 1 97.5 0.5 wet Pass
1612210 35 5779191 354306 1 95.5 0.5 dry Pass
1612211 36 5779195 354229 2 97 0.5 dry Pass
1612212 37 5779186 354291 3 97 omc Pass
1612213 38 5779205 354300 4 98 omc Pass
11 QOM
1612254 39 5779191 354309 5 101 0.5 dry Pass
1612255 40 5779201 354308 6 99 1 dry Pass12 8/11/2016
7 7/11/2016
5 2/11/2016
6 3/11/2016
Customer: Beveridge Williams & Co. Pty Ltd Report Number: 380591.004 - 1
Customer Address: PO Box 2205, CAULFIELD JUNCTION, VIC 3161 Report Date: 02/11/16
Project: Harteigh Estate - Stage 4 HILF DENSITY RATIO REPORT C.G Order No: -
Location: Clyde North Test Method: AS1289.5.7.1
Customer Order No.: - Page: 1 of 1
Sample No.: 1611893 1611894
ID No.: 1 2
Lot No.: - -
Date Sampled: 25/10/2016 25/10/2016
Time Sampled: am/pm am/pm
Date Tested: 25/10/2016 25/102016
Material Source: Site Derived Site Derived
Material Description: Sand Sand
To Be Used As Fill Fill
Lot 422 Lot 420
E 354493 E 354514
N 5779217 N 5779225
Layer 1 Layer 1
Layer Depth (mm): 100 100
Test Depth (mm): 100 100
Sampling Procedure: AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b)
Max Size (mm): 19.0 19.0
Oversize Wet (%): 0 0
Fld. Wet Density (t/m3) AS 1289.5.8.1: 2.06 2.03
Fld. Moisture Content (%) AS1289.2.1.1: - -
PCWD (t/m3): 2.10 2.09
APCWD (t/m3) - -
O.M.C (%) AS1289.5.7.1: - -
Moisture Ratio (%) AS1289.5.4.1: - -
Moisture Variation (of omc): 1% (wet) omc
Adjusted Moisture Variation (of omc): - -
Compactive Effort: Standard Standard
Hilf Density Ratio (%): 98.0 97.0
Min Hilf Density Ratio (%): 95 95
Remarks:
APPROVED SIGNATORY Form No.: CG.315.002
Issue Date: 19/02/2013
M.Robinson
Testing performed and reported at our Dandenong South Laboratory 21712
Sample Location :
Head Office25 Metcalf StreetDANDENONG SOUTH VIC 3175
Ph: +61 3 8796 7900Fax: +61 3 8796 7944
Accredited for compliance with ISO/IEC 17025. The results of tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
Customer: Beveridge Williams & Co. Pty Ltd Report Number: 380591.004 - 2
Customer Address: PO Box 2205, CAULFIELD JUNCTION, VIC 3161 Report Date: 02/11/16
Project: Harteigh Estate - Stage 4 HILF DENSITY RATIO REPORT C.G Order No: -
Location: Clyde North Test Method: AS1289.5.7.1
Customer Order No.: - Page: 1 of 1
Sample No.: 1611908 1611909 1611910
ID No.: 1 2 3
Lot No.: - - -
Date Sampled: 26/10/2016 26/10/2016 26/10/2016
Time Sampled: am/pm am/pm am/pm
Date Tested: 26/10/2016 26/102016 26/10/2017
Material Source: Site Derived Site Derived Site Derived
Material Description: Silty Sand Silty Sand Silty Sand
To Be Used As Fill Fill Fill
E 354474 E 354463 E 354459
N 5779184 N 5779180 N 5779173
Lot 414 Lot 413 Lot 417
Layer 1 Layer 2 Layer 1
Layer Depth (mm): 100 100 100
Test Depth (mm): 75 75 75
Sampling Procedure: AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b)
Max Size (mm): 19.0 19.0 19.0
Oversize Wet (%): 0 0 0
Fld. Wet Density (t/m3) AS 1289.5.8.1: 2.02 2.06 2.03
Fld. Moisture Content (%) AS1289.2.1.1: - - -
PCWD (t/m3): 2.08 2.14 2.17
APCWD (t/m3) - - -
O.M.C (%) AS1289.5.7.1: - - -
Moisture Ratio (%) AS1289.5.4.1: - - -
Moisture Variation (of omc): 2% (wet) 1.5% (wet) 2.5% (wet)
Adjusted Moisture Variation (of omc): - - -
Compactive Effort: Standard Standard Standard
Hilf Density Ratio (%): 97.0 96.5 94.0
Min Hilf Density Ratio (%): 95 95 95
Remarks:
APPROVED SIGNATORY Form No.: CG.315.002
Issue Date: 19/02/2013
M.Robinson
Testing performed and reported at our Dandenong South Laboratory 21712
Sample Location :
Head Office25 Metcalf StreetDANDENONG SOUTH VIC 3175
Ph: +61 3 8796 7900Fax: +61 3 8796 7944
Accredited for compliance with ISO/IEC 17025. The results of tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
Customer: Beveridge Williams & Co. Pty Ltd Report Number: 380591.004 - 3
Customer Address: PO Box 2205, CAULFIELD JUNCTION, VIC 3161 Report Date: 02/11/16
Project: Harteigh Estate - Stage 4 HILF DENSITY RATIO REPORT C.G Order No: -
Location: Clyde North Test Method: AS1289.5.7.1
Customer Order No.: - Page: 1 of 1
Sample No.: 1611977 1611978 1611979 1611980 1611981 1611982 1611983 1611984 1611985
ID No.: 1 2 3 4 5 6 7 8 9
Lot No.: - - - - - - - - -
Date Sampled: 27/10/2016 27/10/2016 27/10/2016 27/10/2016 27/10/2016 27/10/2016 27/10/2016 27/10/2016 27/10/2016
Time Sampled: am/pm am/pm am/pm am/pm am/pm am/pm am/pm am/pm am/pm
Date Tested: 28/10/2016 28/10/2016 28/10/2016 28/10/2016 28/10/2016 28/10/2016 28/10/2016 28/10/2016 28/10/2016
Material Source: Site Derived Site Derived Site Derived Site Derived Site Derived Site Derived Site Derived Site Derived Site Derived
Material Description: Sand Sand Sand Sand Sand Sand Sand Sand Sand
To Be Used As Fill Fill Fill Fill Fill Fill Fill Fill Fill
Lot 413Trench over lot
415
Trench over lot
415Lot 424
Trench over lot
414
Trench over lot
414Lot 412
Trench over lot
414Lot 413
E 354460 E 354502 E 354485 E 354472 E 354460 E 354447 E 354477 E 354450 E 354468
N 5779177 N 5779159 N 5779161 N 5779232 N 5779165 N 5779167 N 5779192 N 5779167 N 5779175
Layer 3 Layer 2 Layer 3 Layer 2 Layer 1 Layer 2 Layer 4 Layer 3 Layer 5
Layer Depth (mm): 100 100 100 100 100 100 100 100 100
Test Depth (mm): 100 100 100 100 100 100 100 100 100
Sampling Procedure: AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b)
Max Size (mm): 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0
Oversize Wet (%): 0 0 0 0 0 0 0 0 0
Fld. Wet Density (t/m3) AS 1289.5.8.1: 2.09 2.07 2.08 2.08 2.08 2.06 2.06 2.05 2.02
Fld. Moisture Content (%) AS1289.2.1.1: - - - - - - - - -
PCWD (t/m3): 2.21 2.15 2.18 2.13 2.16 2.16 2.14 2.15 2.12
APCWD (t/m3) - - - - - - - - -
O.M.C (%) AS1289.5.7.1: - - - - - - - - -
Moisture Ratio (%) AS1289.5.4.1: - - - - - - - - -
Moisture Variation (of omc): 2% (wet) 0.5% (dry) omc 0.5% (wet) 0.5% (dry) 2% (wet) 0.5% (wet) omc 0.5% (dry)
Adjusted Moisture Variation (of omc): - - - - - - - - -
Compactive Effort: Standard Standard Standard Standard Standard Standard Standard Standard Standard
Hilf Density Ratio (%): 94.5 96.0 95.5 97.5 96.5 95.5 96.5 95.5 95.5
Min Hilf Density Ratio (%): 95 95 95 95 95 95 95 95 95
Remarks:
APPROVED SIGNATORY Form No.: CG.315.002
Issue Date: 19/02/2013
M.Robinson
Testing performed and reported at our Dandenong South Laboratory 21712
Sample Location :
Head Office25 Metcalf StreetDANDENONG SOUTH VIC 3175
Ph: +61 3 8796 7900Fax: +61 3 8796 7944
Accredited for compliance with ISO/IEC 17025. The results of tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
Customer: Beveridge Williams & Co. Pty Ltd Report Number: 380591.004 - 4
Customer Address: PO Box 2205, CAULFIELD JUNCTION, VIC 3161 Report Date: 08/11/16
Project: Harteigh Estate - Stage 4 HILF DENSITY RATIO REPORT C.G Order No: -
Location: Clyde North Test Method: AS1289.5.7.1
Customer Order No.: - Page: 1 of 1
Sample No.: 1612021 1612022 1612023
ID No.: 1 2 3
Lot No.: - - -
Date Sampled: 28/10/2016 28/10/2016 28/10/2016
Time Sampled: am/pm am/pm am/pm
Date Tested: 2/11/2016 2/11/2016 2/11/2016
Material Source: Site Derived Site Derived Site Derived
Material Description: Clay Clay Clay
To Be Used As Fill Fill Fill
Lot 411 Lot 410 Lot 409
E 354439 E 354432 E 354416
N 5779175 N 5779189 N 5779192
Layer 1 Layer 1 Layer 2
Layer Depth (mm): 150 150 150
Test Depth (mm): 125 125 125
Sampling Procedure: AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b)
Max Size (mm): 19.0 19.0 19.0
Oversize Wet (%): 0 0 0
Fld. Wet Density (t/m3) AS 1289.5.8.1: 2.00 1.83 1.99
Fld. Moisture Content (%) AS1289.2.1.1: - - -
PCWD (t/m3): 2.06 1.91 2.13
APCWD (t/m3) - - -
O.M.C (%) AS1289.5.7.1: - - -
Moisture Ratio (%) AS1289.5.4.1: - - -
Moisture Variation (of omc): 0.5% (dry) 2% (wet) omc
Adjusted Moisture Variation (of omc): - - -
Compactive Effort: Standard Standard Standard
Hilf Density Ratio (%): 97.0 96.0 94.0
Min Hilf Density Ratio (%): 95 95 95
Remarks:
APPROVED SIGNATORY Form No.: CG.315.002
Issue Date: 19/02/2013
M.Robinson
Testing performed and reported at our Dandenong South Laboratory 21712
Sample Location :
Head Office25 Metcalf StreetDANDENONG SOUTH VIC 3175
Ph: +61 3 8796 7900Fax: +61 3 8796 7944
Accredited for compliance with ISO/IEC 17025. The results of tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
Customer: Beveridge Williams & Co. Pty Ltd Report Number: 380591.004 - 5
Customer Address: PO Box 2205, CAULFIELD JUNCTION, VIC 3161 Report Date: 08/11/16
Project: Harteigh Estate - Stage 4 HILF DENSITY RATIO REPORT C.G Order No: -
Location: Clyde North Test Method: AS1289.5.7.1
Customer Order No.: - Page: 1 of 1
Sample No.: 1612066 1612067 1612068 1612069 1612070 1612071 1612072
ID No.: 1 2 3 4 5 6 7
Lot No.: - - - - - - -
Date Sampled: 2/11/2016 2/11/2016 2/11/2016 2/11/2016 2/11/2016 2/11/2016 2/11/2016
Time Sampled: am/pm am/pm am/pm am/pm am/pm am/pm am/pm
Date Tested: 3/11/2016 3/11/2016 3/11/2016 3/11/2016 3/11/2016 3/11/2016 3/11/2016
Material Source: Site Derived Site Derived Site Derived Site Derived Site Derived Site Derived Site Derived
Material Description: Sand Clay Sand Clay Sand Sand Sand
To Be Used As Fill Fill Fill Fill Fill Fill Fill
Lot 414Lot 409 (Re-test of
#3 from 28/10/16)Lot 414 Lot 411 Lot 415 Lot 414 Lot 415
E 354463 E 354416 E 354467 E 354443 E 354516 E 354452 E 354518
N 5779154 N 5779190 N 5779155 N 5779179 N 5779155 N 5779160 N 5779152
Layer 1 Layer 2 Layer 2 Layer 2 Layer 1 Layer 3 Layer 2
Layer Depth (mm): 100 150 100 150 100 100 100
Test Depth (mm): 100 125 100 125 100 100 100
Sampling Procedure: AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b)
Max Size (mm): 19.0 19.0 19.0 19.0 19.0 19.0 19.0
Oversize Wet (%): 0 0 0 0 0 0 0
Fld. Wet Density (t/m3) AS 1289.5.8.1: 2.06 1.97 2.04 1.99 2.05 2.13 2.08
Fld. Moisture Content (%) AS1289.2.1.1: - - - - - - -
PCWD (t/m3): 2.15 2.07 2.17 2.07 2.15 2.12 2.21
APCWD (t/m3) - - - - - - -
O.M.C (%) AS1289.5.7.1: - - - - - - -
Moisture Ratio (%) AS1289.5.4.1: - - - - - - -
Moisture Variation (of omc): omc 2% (dry) 2.5% (wet) 2% (dry) 0.5% (wet) 0.5% (dry) 0.5% (wet)
Adjusted Moisture Variation (of omc): - - - - - - -
Compactive Effort: Standard Standard Standard Standard Standard Standard Standard
Hilf Density Ratio (%): 95.5 95.0 94.0 96.0 95.0 100.5 94.0
Min Hilf Density Ratio (%): 95 95 95 95 95 95 95
Remarks:
APPROVED SIGNATORY Form No.: CG.315.002
Issue Date: 19/02/2013
M.Robinson
Testing performed and reported at our Dandenong South Laboratory 21712
Sample Location :
Head Office25 Metcalf StreetDANDENONG SOUTH VIC 3175
Ph: +61 3 8796 7900Fax: +61 3 8796 7944
Accredited for compliance with ISO/IEC 17025. The results of tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
Customer: Beveridge Williams & Co. Pty Ltd Report Number: 380591.004 - 6
Customer Address: PO Box 2205, CAULFIELD JUNCTION, VIC 3161 Report Date: 08/11/16
Project: Harteigh Estate - Stage 4 HILF DENSITY RATIO REPORT C.G Order No: 0
Location: Clyde North Test Method: AS1289.5.7.1
Customer Order No.: - Page: 1 of 1
Sample No.: 1612097 1612098 1612099 1612100 1612101 1612102 1612103 1612104
ID No.: 1 2 3 4 5 6 7 8
Lot No.: - - - - - - - -
Date Sampled: 3/11/2016 3/11/2016 3/11/2016 3/11/2016 3/11/2016 3/11/2016 3/11/2016 3/11/2016
Time Sampled: am/pm am/pm am/pm am/pm am/pm am/pm am/pm am/pm
Date Tested: 4/11/2016 4/11/2016 4/11/2016 4/11/2016 4/11/2016 4/11/2016 4/11/2016 4/11/2016
Material Source: Site Derived Site Derived Site Derived Site Derived Site Derived Site Derived Site Derived Site Derived
Material Description: Clay Clay Clay Clay Clay Sand Sand Clay
To Be Used As Fill Fill Fill Fill Fill Fill Fill Fill
Lot 402 Lot 402 Lot 401 Lot 409 Lot 402Lot 415 (Re-test of
# 7 from 2/11/16)
Lot 414 (Re-test of
# 3 from 2/11/16)Lot 401
E 354313 E 354313 E 354299 E 354417 E 354312 E 354520 E 354467 E 354298
N 5779186 N 5779195 N 5779195 N 5779189 N 5779188 N 5779153 N 5779153 N 5779202
Layer 1 Layer 2 Layer 3 Layer 2 Layer 4 Layer 2 Layer 2 Layer 5
Layer Depth (mm): 150 150 150 150 150 125 125 150
Test Depth (mm): 125 125 125 125 125 100 100 125
Sampling Procedure: AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b)
Max Size (mm): 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0
Oversize Wet (%): 0 0 0 0 0 0 0 0
Fld. Wet Density (t/m3) AS 1289.5.8.1: 2.02 2.01 2.04 2.06 2.09 2.08 2.08 2.03
Fld. Moisture Content (%) AS1289.2.1.1: - - - - - - - -
PCWD (t/m3): 2.10 2.04 2.03 2.10 2.14 2.13 2.17 2.05
APCWD (t/m3) - - - - - - - -
O.M.C (%) AS1289.5.7.1: - - - - - - - -
Moisture Ratio (%) AS1289.5.4.1: - - - - - - - -
Moisture Variation (of omc): 1.5% (wet) 1.5% (wet) omc omc omc 2% (dry) 1.5% (dry) 0.5% (wet)
Adjusted Moisture Variation (of omc): - - - - - - - -
Compactive Effort: Standard Standard Standard Standard Standard Standard Standard Standard
Hilf Density Ratio (%): 96.5 98.5 100.0 98.0 97.5 97.5 96.0 98.5
Min Hilf Density Ratio (%): 95 95 95 95 95 95 95
Remarks:
APPROVED SIGNATORY Form No.: CG.315.002
Issue Date: 19/02/2013
M.Robinson
Testing performed and reported at our Dandenong South Laboratory 21712
Sample Location :
Head Office25 Metcalf StreetDANDENONG SOUTH VIC 3175
Ph: +61 3 8796 7900Fax: +61 3 8796 7944
Accredited for compliance with ISO/IEC 17025. The results of tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
Customer: Beveridge Williams & Co. Pty Ltd Report Number: 380591.004 - 7
Customer Address: PO Box 2205, CAULFIELD JUNCTION, VIC 3161 Report Date: 08/11/16
Project: Harteigh Estate - Stage 4 HILF DENSITY RATIO REPORT C.G Order No: -
Location: Clyde North Test Method: AS1289.5.7.1
Customer Order No.: - Page: 1 of 1
Sample No.: 1612208 1612209 1612210 1612211 1612212 1612213
ID No.: 1 2 3 4 5 6
Lot No.: - - - - - -
Date Sampled: 7/11/2016 7/11/2016 7/11/2016 7/11/2016 7/11/2016 7/11/2016
Time Sampled: am/pm am/pm am/pm am/pm am/pm am/pm
Date Tested: 7/11/2016 7/11/2016 8/11/2016 8/11/2016 8/11/2016 8/11/2016
Material Source: Site Derived Site Derived Site Derived Site Derived Site Derived Site Derived
Material Description: Sand Sand Clay Clay Clay Clay
To Be Used As Fill Fill Fill Fill Fill Fill
Lot 413 (Re-test of
#2 from 26/10/16)E 354441 Lot 401 Lot 401 Lot 401 Lot 401
E 354465 N 5779172 E 354306 E 354299 E 354291 E 354300
N 5779179 Layer 1 N 5779191 N 5779195 N 5779186 N 5779205
Layer 1 Layer 1 Layer 2 Layer 3 Layer 4
Layer Depth (mm): 125 125 150 150 150 150
Test Depth (mm): 100 100 125 125 125 125
Sampling Procedure: AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b)
Max Size (mm): 19.0 19.0 19.0 19.0 19.0 19.0
Oversize Wet (%): 0 0 0 0 0 0
Fld. Wet Density (t/m3) AS 1289.5.8.1: 2.08 2.09 1.92 1.98 2.06 2.06
Fld. Moisture Content (%) AS1289.2.1.1: - - - - - -
PCWD (t/m3): 2.15 2.14 2.01 2.04 2.12 2.10
APCWD (t/m3) - - - - - -
O.M.C (%) AS1289.5.7.1: - - - - - -
Moisture Ratio (%) AS1289.5.4.1: - - - - - -
Moisture Variation (of omc): omc 0.5% (wet) 0.5% (dry) 0.5% (dry) omc omc
Adjusted Moisture Variation (of omc): - - - - - -
Compactive Effort: Standard Standard Standard Standard Standard Standard
Hilf Density Ratio (%): 97.0 97.5 95.5 97.0 97.0 98.0
Min Hilf Density Ratio (%): 95 95 95 95 95 95
Remarks:
APPROVED SIGNATORY Form No.: CG.315.002
Issue Date: 19/02/2013
M.Robinson
Testing performed and reported at our Dandenong South Laboratory 21712
Sample Location :
Head Office25 Metcalf StreetDANDENONG SOUTH VIC 3175
Ph: +61 3 8796 7900Fax: +61 3 8796 7944
Accredited for compliance with ISO/IEC 17025. The results of tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
QUALITY OF MATERIALS REPORTCustomer: Beveridge Williams & Co. Pty Ltd Report Number: 380591.004 - 11
Customer Address: PO Box 2205, CAULFIELD JUNCTION, VIC 3161 Report Date: 14/11/16
Project: Harteigh Estate - Stage 4 Request No: -
Location: Clyde North Sieve Analysis Test Method: AS 1289.3.6.1
Customer Order No.: Page: 1 of 1
Sample No.: 1611986
ID No.: 1
Lot No.: -
Date Sampled: 27/10/2016
Time Sampled: am
Date Tested: 8/11/216
Material Source: Site Derived
Material Type: Clayey Sand
To Be Used As Material Analysis
Stockpile
Stage 4
-
-
Layer Depth (mm) -
Test Depth (mm) -
Sampling Method 0
Moisture Content (%) AS 1289 2.1.1 12.9
Liquid Limit (%) AS 1289.3.1.2 18
Plastic Limit (%) AS 1289.3.2.1 16
Plasticity Index AS 1289.3.3.1 2
Linear Shrinkage (%) AS 1289.3.4.1 1.0
Cracking, Curling, Crumbling (1,2,3) 1 300mm 150mm 75.00mm 53.00mm 37.50mm 26.50mm 19.00mm 13.2mm 9.50mm 6.70mm 4.75mm 2.36mm 1.18mm 0.600mm 0.425mm 0.300mm 0.150mm 0.075mm
P.I. x % Passing 0.425mm 158 100 99 98 98 97 96 95 93 84 79 72 44 32
L.S. x % Passing 0.425mm 79
Ratio of % Passing (0.075/0.425) 0.41 USC Grading Specification:
Remarks:
APPROVED SIGNATORY Form No: CG.329.002
Issue Date: 19/02/2013
M Robinson
-
Testing performed and reported at our Dandenong South Laboratory 12712
Sample Location :
SM
Soil Classification in accordance with Unified Soil Classification Laboratory Identification Procedure AS1726 Table A1 (1993) - Appendix A, Section A
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10 100
Perc
en
tag
e P
assin
g
Sieve Size (mm)
SIEVE ANALYSIS GRAPH
Head Office25 Metcalf DriveDANDENONG SOUTH VIC 3175
Ph: +61 3 8796 7900Fax: +61 3 8796 7944
Accredited for compliance with ISO/IEC 17025. The results of tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
Customer: Beveridge Williams & Co. Pty Ltd Report Number: 380591.004 - 12
Customer Address: PO Box 2205, CAULFIELD JUNCTION, VIC 3161 Report Date: 14/11/16
Project: Harteigh Estate - Stage 4 HILF DENSITY RATIO REPORT C.G Order No: -
Location: Clyde North Test Method: AS1289.5.7.1
Customer Order No.: - Page: 1 of 1
Sample No.: 1612254 1612255
ID No.: 1 2
Lot No.: - -
Date Sampled: 8/11/2016 8/11/2016
Time Sampled: am\pm am\pm
Date Tested: 8/11/2016 8/11/2016
Material Source: Site Derived Site Derived
Material Description: Clay Clay
To Be Used As Fill Fill
Lot 401 Lot 401
E 354309 E 354308
N 5779191 N 5779201
Layer 5 Layer 6
Layer Depth (mm): 150 150
Test Depth (mm): 125 125
Sampling Procedure: AS1289.1.2.1.6.4(b) AS1289.1.2.1.6.4(b)
Max Size (mm): 19.0 19.0
Oversize Wet (%): 0 0
Fld. Wet Density (t/m3) AS 1289.5.8.1: 2.04 2.05
Fld. Moisture Content (%) AS1289.2.1.1: - -
PCWD (t/m3): 2.03 2.07
APCWD (t/m3) - -
O.M.C (%) AS1289.5.7.1: - -
Moisture Ratio (%) AS1289.5.4.1: - -
Moisture Variation (of omc): 0.5% (dry) 1% (dry)
Adjusted Moisture Variation (of omc): - -
Compactive Effort: Standard Standard
Hilf Density Ratio (%): 101.0 99.0
Min Hilf Density Ratio (%): 95 95
Remarks:
APPROVED SIGNATORY Form No.: CG.315.002
Issue Date: 19/02/2013
M.Robinson
Testing performed and reported at our Dandenong South Laboratory 21712
Sample Location :
Head Office25 Metcalf StreetDANDENONG SOUTH VIC 3175
Ph: +61 3 8796 7900Fax: +61 3 8796 7944
Accredited for compliance with ISO/IEC 17025. The results of tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 401 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 402 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 403 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 408 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 409 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 410 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 411 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 412 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 413 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 414 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
PROJECT :Lot 415 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
PROJECT :Lot 416 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 417 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 419 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 420 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 421 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 422 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 423 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017
CONTROLLED FILL CERTIFICATE - LEVEL 1 INSPECTION & TESTING
SUMMARY
Chadwick Geotechnics Pty Ltd conducted Level 1 inspection and testing, in accordance with Section 8.2 Level 1 inspection and Testing AS3798-2007, Guidelines on earthworks for commercial and residential developments, during the filling of a section of Stage 4 of Hartleigh Estate in Clyde North.
So far as it is able to be determined, the fill was placed in accordance with the Specification that required a minimum density ratio of 95% of HILF Density (AS1289.5.7.1) to be achieved within moisture content limits of 3.0% wet and 3.0% dry of the soils optimum moisture content (OMC).
LIMITATIONS
This Certificate has been commissioned for the filling of the area mentioned above. No responsibility or liability will be accepted for the use of this report for any purpose other than that for which Chadwick Geotechnics Pty Ltd was engaged, specifically for Level 1 Inspection and Testing of the structural fill (excluding top soil).
This report is based on the conditions present and factors affecting the soil at the time of inspection, namely the 25th of October 2016 to 8th of November 2016. No responsibility or liability will be accepted and Chadwick Geotechnics Pty Ltd is indemnified to the full extent permitted by law in respect of the use of this Certificate where there has been a change in the nature of the project, or in the site conditions since the site testing.
CHADWICK GEOTECHNICS PTY LTD
Robert Barden Tim Chadwick Geotechnical Engineer Project Director
© Chadwick Geotechnics Pty Ltd.
No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise other than in accordance with the limitations and for the purpose provided for above.
www.chadwickgeotechnics.com.au
PROJECT :Lot 424 Hartleigh Estate Stage 4 100 Pattersons Road, Clyde North, VIC
Chadwick Geotechnics REF : 380591.004.v1
CLIENT :National Pacific Properties Wynnstay Pty Ltd Burbank House Level 1, 100 Franklin Street Melbourne VIC 3000
DATE : March 2017