View
0
Download
0
Category
Preview:
Citation preview
Gold Coast | Sunshine Coast | Melbourne | Emerald
PTP/01303 – Harmony Phase 3 Bulk Earthworks 31 January 2020
Protest Engineering
ABN: 26 602 913 673
www.protestengineering.com
a: 5/10-12 Claude Boyd Parade,
Bells Creek, QLD, 4551
Ph: (07) 5568 0180
Shadforth Pty Ltd 99 Sandalwood Lane, Forest Glen, QLD, 4556
Project Number: Letter Number: Project Name:
PTP/01303 PTP/01303 – 0006 – Rev 1
Harmony Phase 3 Bulk Earthworks
Attention: Eddie Wilkinson
Email: Ed.Wilkinson@shadcivil.com.au
Report on Level 1 Supervision and Testing
Harmony Phase 3 Bulk Earthworks
Palmview
1. INTRODUCTION
This report summarises the results of the supervision and testing provided by Protest Engineering (Protest) for
the bulk earthworks activities undertaken at the Harmony Phase 3 Bulk Earthworks project, between
21 September 2018 and 14 October 2019. The works were undertaken at the request of Shadforth Pty Ltd
(Shadforth). This report excludes and does not certify the parkland on the east of the project that bounds District
Collector Road as earthworks were not finalised at the time of issuing.
The scope of inspection and testing undertaken was in general accordance with AS3798-2007 Guidelines on
Earthworks for Commercial and Residential Developments. As part of the inspection and testing undertaken,
Protest provided Level 1 supervision in accordance with Section 8.2 of AS3798-2007.
2. EARTHWORKS ACTIVITIES
Foundation preparation observed by Protest comprised the removal of topsoil and unsuitable materials followed
by preparation and test rolling of existing surfaces.
Following acceptance of test rolling, filling operations comprised the placement and compaction of fill materials
which typically comprised a combination of site won silty/sandy clays. Fill materials were placed onsite in
typically uniform layers and compacted using a vibrating pad foot compactor.
Field density testing was carried out using a nuclear gauge and in accordance with the test method outlined in
AS1289.5.8.1. The relative compaction was then determined by comparing the recorded field density with the
laboratory maximum converted wet density (HILF compaction) outlined in test method AS1289.5.7.1.
A total of 1014 density tests were carried out across the site during construction between 21 September 2018
and 14 October 2019. The results and locations of the field density are attached. A summary of the test results
is presented in Table 1. Any test locations that did not comply with the above-mentioned specification were
subsequently reworked and retested.
Page 2 of 3
Gold Coast | Sunshine Coast | Melbourne | Emerald
PTP/01303 – Harmony Phase 3 Bulk Earthworks 31 January 2020
Table 1: Summary of Density Testing
3. COMMENTS
Based on the results of the inspections and field density testing whilst Protest was on-site, it is considered that
the bulk earthworks activities undertaken for the Harmony Phase 3 Bulk Earthworks project, between
21 September 2018 and 14 October 2019, have been undertaken in general accordance with AS3798-2007
Guidelines on Earthworks for Commercial and Residential Developments. Protest believes consideration should
be given to the following:
a. Bulk earthworks as supervised and tested by Protest shall be deemed to be ‘controlled fill’ as per
AS2870-2011.
b. The suitability of the filled land to support the proposed structures; with specific consideration to
settlement;
c. This report only certifies the bulk earthworks activities supervised by Protest between 21 September
2018 to 14 October 2019. Protest does not take responsibility for any other bulk earthworks activities
that may have occurred before or after these dates;
d. The installation of services or any activities that may cause disruption of the compacted filling;
e. Any variation to the filling depth of areas that is not noted within this report or on the individual test
report sheets.
4. CONSTRAINTS
a. Protest has prepared this report for the Harmony Phase 3 Bulk Earthworks project with the exclusion of the parkland described in section II. This report was produced for the sole use of Shadforth. It should not be used by or depended upon for other projects or purposes on the same or other site or by a third party. In the preparation of this report, Protest has relied upon information provided by the client and/or their agents.
b. This report excludes and does not certify the parkland on the east of the project that bounds District
Collector Road as earthworks were not finalised at the time of issuing.
c. The results provided in this report are indicative of the subsurface conditions on the site only at the
specific sampling or testing locations, and then only to the depths investigated along with the time the
work was carried out. It is known that subsurface conditions can suddenly change due to irregular
geological processes and as a result of human influences. Such changes may occur after Protest field
testing has been completed.
d. Certain ground conditions and the materials behaviour observed or contained at the test locations may
alter from those which may be encountered elsewhere on the site. Should variations in subsurface
conditions be encountered, then additional advice should be sought from Protest and, if required,
amendments made.
e. Protest cannot be held responsible for interpretations or conclusions made by others unless they are
supported by an expressed statement, interpretation, outcome or conclusion given in this report.
We trust that the above information is suitable for your present requirements. Should you have any queries,
please do not hesitate to contact the undersigned.
Item Compaction Moisture Variation
No. of tests 1024 1024
Mean 101% -1% (dry of OMC)
Page 3 of 3
Gold Coast | Sunshine Coast | Melbourne | Emerald
PTP/01303 – Harmony Phase 3 Bulk Earthworks 31 January 2020
Regards,
Protest Engineering
Danial Lingard James Tayler RPEQ1407 Branch Manager – Sunshine Coast Checking Engineer for Protest
Attachments:
1. Density Reports;
2. Test Location Plan.
Accredited for Compliance with ISO/ IEC 17025 - Testing
Base Laboratory Accreditation Number - 19667
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Liam Kelly - Signatory
Field Dry Density (t/m3) : 1.48 1.30 1.50 1.41 1.48
95%
1.63
Density Test Results
Dry Density Ratio : 98.0% 96.0% 98.5% 95.5% 96.0% 100.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 95.8% CV(max) = 98.7% Mean = 97.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 100.5% 101.0% 101.0% 102.0% 102.5% 102.0%
Variation from OMC : 0.0% Wet of OMC
24.0% 21.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 0.5% Wet of OMC 0.5% Wet of OMC 0.5% Wet of OMC
±2% of OMC
Field Moisture Content : 28.0% 38.0% 31.5% 35.0%
0.5% Wet of OMC
Moisture Test Results :
ADJ OMC : - - - - -
20.5%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 28.0% 37.5% 31.0% 34.0% 23.5%
MDD (t/m3) : 1.51 1.36 1.52 1.48 1.54 1.62
MDR Test Results
S/036878S/036873 S/036874 S/036875 S/036876 S/036877
Sandy Clay - Matted
White / Pink
Sandy Clay - Matted
White / Pink
Sandy Clay - Matted
White / Pink
Sandy Clay - Matted
White / Pink
Sandy Clay - Matted
White / Pink
Sandy Clay - Matted
White / Pink
MDR Test Date : 25/09/2018 25/09/2018 25/09/2018 25/09/2018 25/09/2018 25/09/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
N: 2459.349
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
Lot 1155
E: 5292.706
N: 2490.671
Location 1 : Lot 1169 Lot 1166 Lot 1164 Lot 1160 Lot 1157
Location 2 : E: 5266.172 E: 5262.085 E: 5256.980 E: 5284.744 E: 5287.610
Location 4 : R.L: 17.12 R.L: 17.19 R.L: 17.06 R.L: 17.02 R.L: 17.16 R.L: 17.09
Location 3 :
- -
Time : 13:44 13:47 13:47 13:47 13:47 13:47
S/036877
150 / 200
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
24/09/2018 24/09/2018
S/036874 S/036875 S/036876
Lot Number : - - - -
N: 2499.299 N: 2473.633 N: 2440.561 N: 2438.866
Sample Number :
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/036878
Date Tested : 24/09/2018 24/09/2018 24/09/2018 24/09/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.7% n = 10 k = 0.828
- -
Dry Density / Moisture Ratio ReportClient : Report Number : SR/PTP/01303 - 3/1
Client Address : Report Date : 4/10/2018
Project Name : Test Request : -
Project Number :Page 1 of 2
Location :
Shadforth
99 Sandalwood Lane, Forest Glen, QLD, 4556
Harmony Phase 3 Bulk Earthworks PTP/01303
Glenview
- -
S/036873
Accredited for Compliance with ISO/ IEC 17025 - Testing
Base Laboratory Accreditation Number - 19667
Document Number : RF1 Date : 22/06/2018
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 3/1
Client Address : 149, Sippy Downs Drive, 4556 Report Date : 4/10/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
- -
S/036879
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 24/09/2018 24/09/2018 24/09/2018 24/09/2018
Material Type : General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.7% n = 10 k = 0.828
S/036881 S/036882
Lot Number : - - - -
N: 2567.054 N: 2569.201 N: 2569.971 N: 2571.718
Sample Number :
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
S/036880
Time : 13:47 13:47 13:47 13:47
Location 1 : Lot 1175 Lot 1227 Lot 1225 Lot 1223
Location 2 : E: 5240.465 E: 5205.349 E: 5185.748 E: 5159.117
Location 4 : R.L: 16.61 R.L: 16.79 R.L: 16.83 R.L: 17.00
Location 3 :
Oversize Wet : - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 25/09/2018 25/09/2018 25/09/2018 25/09/2018
MDR Sample Number :
Oversize Dry : - - - -
Assigned MDR (Yes/No) : No No No No
S/036879 S/036880 S/036881 S/036882
Sandy Clay - Matted
White / Red
Sandy Clay - Matted
White / Red
Sandy Clay - Matted
White / Red
Sandy Clay - Matted
White / Red
MDR Test Results
ADJ MDD (t/m3) : - - - -
Soil Description :
OMC : 23.5% 22.5% 27.5% 21.0%
MDD (t/m3) : 1.50 1.56 1.32 1.56
Moisture Test Results :
ADJ OMC : - - - -
Variation from OMC : 0.5% Wet of OMC
Moisture Specification : - - - -
0.5% Wet of OMC 0.0% Dry of OMC 0.0% Wet of OMC
Field Moisture Content : 23.5% 22.5% 27.5% 21.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : 101.5% 101.5% 100.0% 101.0%
Dry Density Ratio : 96.5% 98.5% 95.0% 98.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 95.8% CV(max) = 98.7% Mean = 97.3%
APPROVED SIGNATORY
Liam Kelly - Signatory
Field Dry Density (t/m3) : 1.45 1.54 1.26 1.53
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - Testing
Base Laboratory Accreditation Number - 19667
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Liam Kelly - Signatory
Field Dry Density (t/m3) : 1.56 1.72 1.61 1.58 1.51
95%
1.54
Density Test Results
Dry Density Ratio : 98.0% 101.0% 99.0% 99.5% 96.0% 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 96.5% CV(max) = 99.6% Mean = 98.1%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 101.0% 101.0% 100.0% 104.0% 101.5% 100.5%
Variation from OMC : 0.0% Wet of OMC
26.0% 26.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Wet of OMC 0.0% Wet of OMC 1.0% Wet of OMC 0.5% Wet of OMC
±2% of OMC
Field Moisture Content : 25.0% 18.5% 25.0% 28.0%
0.0% Wet of OMC
Moisture Test Results :
ADJ OMC : - - - - -
26.0%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 24.5% 18.5% 25.0% 27.0% 25.5%
MDD (t/m3) : 1.59 1.70 1.63 1.58 1.57 1.56
MDR Test Results
S/036506S/036501 S/036502 S/036503 S/036504 S/036505
Sandy Clay - Matted
White / Pink
Sandy Clay - Matted
White / Pink
Sandy Clay - Matted
White / Pink
Sandy Clay - Matted
White / Pink
Sandy Clay - Matted
White / Pink
Sandy Clay - Matted
White / Pink
MDR Test Date : 25/09/2018 25/09/2018 25/09/2018 25/09/2018 25/09/2018 25/09/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
R.L: 16.84
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 5344.302
N: 2462.069
R.L: 16.87
Location 1 : E: 5353.416 E: 5355.749 E: 5359.673 E: 5359.699 E: 5347.217
Location 2 : N: 2447.580 N: 2474.581 N: 2500.650 N: 2524.918 N: 2488.438
Location 4 : - - - - - -
Location 3 :
- -
Time : 12:17 12:19 12:19 12:19 12:19 12:19
S/036505
125 / 150
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
20/09/2018 20/09/2018
S/036502 S/036503 S/036504
Lot Number : - - - -
R.L: 16.47 R.L: 16.59 R.L: 16.72 R.L: 16.64
Sample Number :
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/036506
Date Tested : 20/09/2018 20/09/2018 20/09/2018 20/09/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.9% n = 8 k = 0.828
- -
Dry Density / Moisture Ratio ReportClient : Report Number : SR/PTP/01303 - 4/1
Client Address : Report Date : 4/10/2018
Project Name : Test Request : -
Project Number :Page 1 of 2
Location :
Shadforth
99 Sandalwood Lane, Forest Glen, QLD, 4556
Harmony Phase 3 Bulk Earthworks PTP/01303
Glenview
- -
S/036501
Accredited for Compliance with ISO/ IEC 17025 - Testing
Base Laboratory Accreditation Number - 19667
Document Number : RF1 Date : 22/06/2018
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 4/1
Client Address : 149, Sippy Downs Drive, 4556 Report Date : 4/10/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
S/036507
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 20/09/2018 20/09/2018
Material Type : General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.4% n = 8 k = 0.828
Lot Number : - -
R.L: 16.80 R.L: 16.83
Sample Number :
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite
Test / Layer Depths : 125 / 150 125 / 150
Material Source :
S/036508
Time : 12:19 12:19
Location 1 : E: 5378.540 E: 5372.001
Location 2 : N: 2531.399 N: 2495.901
Location 4 : - -
Location 3 :
Oversize Wet : - -
Test Fraction (mm) : < 19mm < 19mm
MDR Test Date : 21/09/2018 21/09/2018
MDR Sample Number :
Oversize Dry : - -
Assigned MDR (Yes/No) : No No
S/036507 S/036508
Silty Sandy Gravel -
Brown
Silty Sandy Gravel -
Brown
MDR Test Results
ADJ MDD (t/m3) : - -
Soil Description :
OMC : 25.0% 23.5%
MDD (t/m3) : 1.80 1.81
Moisture Test Results :
ADJ OMC : - -
Variation from OMC : 2.0% Wet of OMC
Moisture Specification : ±2% of OMC ±2% of OMC
1.5% Wet of OMC
Field Moisture Content : 27.0% 25.0%
Density Specification : 95% 95%
Moisture Ratio : 107.5% 106.5%
Dry Density Ratio : 101.0% 102.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - -
Remarks : -
CV(min) = 99.3% CV(max) = 101.6% Mean = 100.4%
APPROVED SIGNATORY
Liam Kelly - Signatory
Field Dry Density (t/m3) : 1.81 1.84
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - Testing
Base Laboratory Accreditation Number - 19667
Document Number : RF1 Date : 22/06/2018
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 1/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 27/09/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 2
Location : Glenview
- -
S/036735
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/036740
Date Tested : 21/09/2018 21/09/2018 21/09/2018 21/09/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.1% n = 7 k = 0.828
S/036737 S/036738
Lot Number : - - - -
N: 2551.097 N: 2527.434 N: 2506.857 N: 2481.101
Sample Number : S/036739
150 / 150
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
21/09/2018 21/09/2018
S/036736
- -
Time : 14:00 14:01 14:02 14:02 14:02 14:02
Lot 1123
E: 5384.538
N: 2525.364
Location 1 : Lot 1128 Lot 1140 Lot 1138 Lot 1136 Lot 1120
Location 2 : E: 5336.129 E: 5362.486 E: 5357.887 E: 5355.430 E: 5390.794
Location 4 : R.L: 16.50 R.L: 16.79 R.L: 16.96 R.L: 16.87 R.L: 16.71 R.L: 17.00
Location 3 : N: 2564.445
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 24/09/2018 24/09/2018 24/09/2018 24/09/2018 24/09/2018 24/09/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/036740S/036735 S/036736 S/036737 S/036738 S/036739
Silty Sand with Clay
(SM) - Dark Grey
Silty Sand with Clay
(SM) - Black
Silty Sand with Clay
(SM) - Grey
Silty Sand with Clay
(SM) - Dark Grey
Silty Sand with Clay
(SM) - Dark Grey
Silty Sand with Clay
(SM) - Brown
1.81
MDR Test Results
9.5%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 12.5% 9.0% 11.0% 13.0% 22.0%
MDD (t/m3) : 1.83 1.92 1.88 1.75 1.76
Moisture Test Results :
ADJ OMC : - - - - -
100.0%
Variation from OMC : 0.5% Dry of OMC
22.5% 9.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 0.0% Wet of OMC 1.0% Dry of OMC 0.5% Wet of OMC
±2% of OMC
Field Moisture Content : 12.0% 9.5% 11.0% 12.0%
0.0% Wet of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 96.5% 105.0% 100.5% 92.5% 102.0%
Dry Density Ratio : 99.0% 98.0% 96.5% 95.5% 102.0% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 96.4% CV(max) = 99.8% Mean = 98.1%
APPROVED SIGNATORY
Liam Kelly - Signatory
Field Dry Density (t/m3) : 1.81 1.88 1.81 1.66 1.79
95%
1.77
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - Testing
Base Laboratory Accreditation Number - 19667
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Liam Kelly - Signatory
Field Dry Density (t/m3) : 1.89
Density Test Results
Dry Density Ratio : 98.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : -
Remarks : -
CV(min) = 96.4% CV(max) = 99.8% Mean = 98.1%
Density Specification : 95%
Moisture Ratio : 97.5%
Variation from OMC : 0.5% Dry of OMC
Moisture Specification : ±2% of OMC
Field Moisture Content : 12.5%
Moisture Test Results :
ADJ OMC : -
ADJ MDD (t/m3) : -
Soil Description :
OMC : 12.5%
MDD (t/m3) : 1.93
MDR Test Results
S/036741
Silty Sand with Clay
(SM) - Brown
MDR Test Date : 24/09/2018
MDR Sample Number :
Oversize Dry : -
Assigned MDR (Yes/No) : No
Oversize Wet : -
Test Fraction (mm) : < 19mm
Location 1 : Lot 1141
Location 2 : E: 5375.154
Location 4 : R.L: 16.72
Location 3 :
Time : 14:02
Sampling Method : AS1289.1.2.1 - cl6.4
Onsite
Test / Layer Depths : 150 / 150
Material Source :
Lot Number : -
N: 2462.660
Sample Number :
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 21/09/2018
Material Type : General Fill
Oversize Density - Dry (t/m³) : -
Std. Dev. = 2.1% n = 7 k = 0.828
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 1/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 27/09/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
S/036741
Accredited for Compliance with ISO/ IEC 17025 - Testing
Base Laboratory Accreditation Number - 19667
Document Number : RF1 Date : 22/06/2018
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 2/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 27/09/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 2
Location : Glenview
- -
S/036363
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/036368
Date Tested : 19/09/2018 19/09/2018 19/09/2018 19/09/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.9% n = 12 k = 0.863
S/036365 S/036366
Lot Number : - - - -
R.L: 16.18 R.L: 16.50 R.L: 16.11 R.L: 16.24
Sample Number : S/036367
150 / 150
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
19/09/2018 19/09/2018
S/036364
- -
Time : 14:27 14:28 14:28 14:28 14:29 14:29
E: 5344.310
N: 2504.385
R.L: 16.50
Location 1 : E: 5384.170 E: 5379.423 E: 5373.584 E: 5347.620 E: 5351.988
Location 2 : N: 2541.072 N: 2507.857 N: 2463.830 N: 2454.298 N: 2478.537
Location 4 : - - - - - -
Location 3 : R.L: 16.50
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 20/09/2018 20/09/2018 20/09/2018 20/09/2018 20/09/2018 20/09/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/036368S/036363 S/036364 S/036365 S/036366 S/036367
Sandy Clay - Moltted
White , Orange
Sandy Clay - Moltted
White , Orange
Sandy Clay - Moltted
White , Orange
Sandy Clay - Moltted
White , Orange
Sandy Clay - Moltted
White , Orange
Sandy Clay - Moltted
White , Orange
1.57
MDR Test Results
22.5%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 21.5% 21.5% 20.5% 23.0% 22.0%
MDD (t/m3) : 1.52 1.63 1.59 1.56 1.59
Moisture Test Results :
ADJ OMC : - - - - -
105.0%
Variation from OMC : 1.5% Wet of OMC
23.0% 23.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Wet of OMC 1.0% Wet of OMC 2.0% Wet of OMC 1.5% Wet of OMC
±2% of OMC
Field Moisture Content : 23.5% 22.5% 21.5% 25.0%
1.0% Wet of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 108.0% 105.5% 104.0% 109.0% 106.0%
Dry Density Ratio : 101.5% 100.0% 99.5% 99.5% 97.0% 100.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 97.2% CV(max) = 100.4% Mean = 98.8%
APPROVED SIGNATORY
Liam Kelly - Signatory
Field Dry Density (t/m3) : 1.54 1.63 1.58 1.55 1.54
95%
1.58
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - Testing
Base Laboratory Accreditation Number - 19667
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Liam Kelly - Signatory
Field Dry Density (t/m3) : 1.67 1.64 1.69 1.66 1.60
95%
1.62
Density Test Results
Dry Density Ratio : 101.0% 96.0% 98.5% 98.5% 96.0% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 97.2% CV(max) = 100.4% Mean = 98.8%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 104.0% 109.0% 92.0% 109.5% 107.5% 100.5%
Variation from OMC : 0.5% Wet of OMC
21.0% 20.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Wet of OMC 1.5% Dry of OMC 1.5% Wet of OMC 1.5% Wet of OMC
±2% of OMC
Field Moisture Content : 18.0% 17.5% 16.0% 19.5%
0.0% Wet of OMC
Moisture Test Results :
ADJ OMC : - - - - -
20.0%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 17.5% 16.0% 17.5% 18.0% 19.5%
MDD (t/m3) : 1.65 1.71 1.71 1.69 1.66 1.67
MDR Test Results
S/036374S/036369 S/036370 S/036371 S/036372 S/036373
Sandy Clay - Moltted
White, Orange
Sandy Clay - Moltted
White, Orange
Sandy Clay - Moltted
White, Orange
Sandy Clay - Moltted
White, Orange
Sandy Clay - Moltted
White, Orange
Sandy Clay - Moltted
White, Orange
MDR Test Date : 20/09/2018 20/09/2018 20/09/2018 20/09/2018 20/09/2018 20/09/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
R.L: 16.68
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 5432.376
N: 2532.889
R.L: 16.83
Location 1 : E: 5404.2442 E: 5408.937 E: 5415.268 E: 5422.267 E: 5438.480
Location 2 : N: 5408.937 N: 2473.250 N: 2510.615 N: 2555.175 N: 2570.712
Location 4 : - - - - - -
Location 3 :
- -
Time : 14:29 14:29 14:29 14:29 14:29 14:29
S/036373
150 / 150
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
19/09/2018 19/09/2018
S/036370 S/036371 S/036372
Lot Number : - - - -
R.L: 16.41 R.L: 16.69 R.L: 16.78 R.L: 16.68
Sample Number :
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/036374
Date Tested : 19/09/2018 19/09/2018 19/09/2018 19/09/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.9% n = 12 k = 0.863
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 2/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 27/09/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
- -
S/036369
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Base Laboratory Accreditation Number ‐ 19667
Document Number : RF1 Date : 22‐06‐18
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Dry Density (t/m3) : 1.62 1.66 1.63 1.75 1.65
95%
1.64
Density Test Results
Dry Density Ratio : 96.0% 98.0% 96.0% 100.0% 95.5% 99.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.5% CV(max) = 98.7% Mean = 97.1%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 104.5% 98.5% 111.5% 91.0% 103.0% 100.5%
Variation from OMC : 1.0% Wet of OMC
20.0% 23.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Dry of OMC 2.0% Wet of OMC 1.5% Dry of OMC 0.5% Wet of OMC
±2% of OMC
Field Moisture Content : 20.0% 18.5% 20.5% 15.5%
0.0% Wet of OMC
Moisture Test Results :
ADJ OMC : ‐ ‐ ‐ ‐ ‐
23.0%
ADJ MDD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
OMC : 19.0% 18.5% 18.5% 17.5% 19.5%
MDD (t/m3) : 1.69 1.70 1.70 1.75 1.73 1.66
MDR Test Results
S/037546S/037524 S/037542 S/037543 S/037544 S/037545
Sandy Clay ‐ Greyish
Brown
Sandy Clay ‐ Greyish
Brown
Sandy Clay ‐ Greyish
Brown
Sandy Clay ‐ Greyish
Brown
Sandy Clay ‐ Greyish
Brown
Sandy Clay ‐ Greyish
Brown
MDR Test Date : 04‐10‐18 04‐10‐18 04‐10‐18 04‐10‐18 04‐10‐18 04‐10‐18
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 17.15
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 5190.786
N: 2452.782
R.L: 17.30
Location 1 : E: 5179.214 E: 5182.710 E: 5206.442 E: 5234.096 E: 5216.679
Location 2 : N: 2469.869 N: 2422.977 N: 2474.408 N: 2462.918 N: 2455.651
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 13:35 14:34 14:34 14:34 14:34 14:34
S/037545
150 / 175
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
03‐10‐18 03‐10‐18
S/037542 S/037543 S/037544
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.27 R.L: 17.19 R.L: 17.13 R.L: 17.09
Sample Number :
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/037546
Date Tested : 03‐10‐18 03‐10‐18 03‐10‐18 03‐10‐18
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.9% n = 7 k = 0.828
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 5/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 09‐10‐18
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
‐ ‐
S/037524
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Base Laboratory Accreditation Number ‐ 19667
Annex Laboratory Accreditation Number ‐ 24283
Document Number : RF1 Date : 22‐06‐18
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Dry Density (t/m3) : 1.57
Density Test Results
Dry Density Ratio : 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐
Remarks : ‐
Mean = 98.5%
Density Specification : 95%
Moisture Ratio : 97.0%
Variation from OMC : 0.5% Dry of OMC
Moisture Specification : ±2% of OMC
Field Moisture Content : 24.0%
Moisture Test Results :
ADJ OMC : ‐
ADJ MDD (t/m3) : ‐
Soil Description :
OMC : 25.0%
MDD (t/m3) : 1.60
MDR Test Results
S/037547
Sandy Clay ‐ Greyish
Brown
MDR Test Date : 04‐10‐18
MDR Sample Number :
Oversize Dry : ‐
Assigned MDR (Yes/No) : No
Oversize Wet : ‐
Test Fraction (mm) : < 19mm
Location 1 : E: 5160.519
Location 2 : N: 2453.489
Location 4 : ‐
Location 3 :
‐ ‐
Time : 14:34
Sampling Method : AS1289.1.2.1 ‐ cl6.4
Onsite
Test / Layer Depths : 150 / ‐
Material Source :
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.35
Sample Number :
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 03‐10‐18
Material Type : General Fill
Oversize Density ‐ Dry (t/m³) : ‐
n = 1 k = 0.828
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 5/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 11‐10‐18
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
S/037547
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Base Laboratory Accreditation Number ‐ 19667
Document Number : RF1 Date : 22‐06‐18
APPROVED SIGNATORY
Liam Kelly ‐ Signatory
Field Dry Density (t/m3) : 1.73 1.57 1.62 1.59 1.70
98%
1.63
Density Test Results
Dry Density Ratio : 102.0% 102.0% 98.5% 98.0% 98.5% 100.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.2% CV(max) = 101.0% Mean = 99.6%
Density Specification : 98% 98% 98% 98% 98%
Moisture Ratio : 108.5% 95.5% 104.5% 102.0% 99.0% 103.0%
Variation from OMC : 1.5% Wet of OMC
13.0% 18.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 1.0% Wet of OMC 0.5% Wet of OMC 0.0% Dry of OMC
±2% of OMC
Field Moisture Content : 22.0% 24.0% 20.5% 23.5%
0.5% Wet of OMC
Moisture Test Results :
ADJ OMC : ‐ ‐ ‐ ‐ ‐
18.0%
ADJ MDD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
OMC : 20.0% 25.0% 19.5% 23.0% 13.0%
MDD (t/m3) : 1.69 1.54 1.65 1.62 1.72 1.62
MDR Test Results
S/037691S/037683 S/037687 S/037688 S/037689 S/037690
Clay ‐ Brownish Grey Clay ‐ Brownish Grey Clay ‐ Brownish Grey Clay ‐ Brownish Grey Clay ‐ Brownish Grey Clay ‐ Brownish Grey
MDR Test Date : 05‐10‐18 05‐10‐18 05‐10‐18 05‐10‐18 05‐10‐18 05‐10‐18
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
N: 7042466
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
‐
E: 505213
N: 7042468
Location 1 : ‐ ‐ ‐ ‐ ‐
Location 2 : E: 505236 E: 505217 E: 505197 E: 505179 E: 505152
Location 4 : R.L: 17.414 R.L: 17.233 R.L: 17.498 R.L: 17.528 R.L: 17.453 R.L: 17.476
Location 3 :
1248 1248
Time : 13:48 13:52 13:52 13:53 13:54 13:54
S/037690
250 / 275
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 250 / 275 250 / 275 250 / 275 250 / 275 250 / 275
Material Source :
04‐10‐18 04‐10‐18
S/037687 S/037688 S/037689
Lot Number : 1248 1248 1248 1248
N: 7042446 N: 7042464 N: 7042469 N: 7042466
Sample Number :
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/037691
Date Tested : 04‐10‐18 04‐10‐18 04‐10‐18 04‐10‐18
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.7% n = 8 k = 0.828
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 6/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 08‐10‐18
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
‐ ‐
S/037683
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Base Laboratory Accreditation Number ‐ 19667
Document Number : RF1 Date : 22‐06‐18
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 6/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 08‐10‐18
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
S/037692
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 04‐10‐18 04‐10‐18
Material Type : General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.7% n = 8 k = 0.828
Lot Number : 1248 1248
N: 7042471 N: 7042469
Sample Number :
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite
Test / Layer Depths : 250 / 275 250 / 275
Material Source :
S/037693
Time : 13:55 13:56
Location 1 : ‐ ‐
Location 2 : E: 505187 E: 505150
Location 4 : R.L: 17.612 R.L: 17.769
Location 3 :
Oversize Wet : ‐ ‐
Test Fraction (mm) : < 19mm < 19mm
MDR Test Date : 05‐10‐18 05‐10‐18
MDR Sample Number :
Oversize Dry : ‐ ‐
Assigned MDR (Yes/No) : No No
S/037692 S/037693
Sandy Clay ‐ Grey Sandy Clay ‐ Grey
MDR Test Results
ADJ MDD (t/m3) : ‐ ‐
Soil Description :
OMC : 20.5% 17.5%
MDD (t/m3) : 1.64 1.68
Moisture Test Results :
ADJ OMC : ‐ ‐
Variation from OMC : 1.0% Wet of OMC
Moisture Specification : ±2% of OMC ±2% of OMC
1.5% Wet of OMC
Field Moisture Content : 21.5% 19.0%
Density Specification : 98% 98%
Moisture Ratio : 103.5% 108.0%
Dry Density Ratio : 98.5% 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐
Remarks : ‐
CV(min) = 98.2% CV(max) = 101.0% Mean = 99.6%
APPROVED SIGNATORY
Liam Kelly ‐ Signatory
Field Dry Density (t/m3) : 1.62 1.66
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - Testing
Base Laboratory Accreditation Number - 19667
Document Number : RF1 Date : 22/06/2018
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 7/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 9/10/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 2
Location : Glenview
- -
S/037839
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/037844
Date Tested : 5/10/2018 5/10/2018 5/10/2018 5/10/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.0% n = 8 k = 0.828
S/037841 S/037842
Lot Number : 1233 1234 1236 1238
R.L: 16.772 R.L: 16.874 R.L: 17.051 R.L: 17.005
Sample Number : S/037843
250 / 300
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 250 / 300 250 / 300 250 / 300 250 / 300 250 / 300
Material Source :
5/10/2018 5/10/2018
S/037840
1239 1236
Time : 13:28 13:31 13:34 13:35 13:36 13:37
E: 5177980
N: 2535793
R.L: 17.281
Location 1 : E: 5221473 E: 5198853 E: 5172852 E: 5152565 E: 5144733
Location 2 : N: 2532723 N: 2533216 N: 2533335 N: 2533260 N: 2535716
Location 4 : - - - - - -
Location 3 : R.L: 17.207
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/10/2018 8/10/2018 8/10/2018 8/10/2018 8/10/2018 8/10/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/037844S/037839 S/037840 S/037841 S/037842 S/037843
Clay - Greyish White Clay - Greyish White Clay - Greyish White Clay - Greyish White Silty Clay - Grey Silty Clay - Grey
1.90
MDR Test Results
12.0%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 23.0% 21.0% 22.0% 24.5% 11.5%
MDD (t/m3) : 1.55 1.60 1.59 1.51 1.93
Moisture Test Results :
ADJ OMC : - - - - -
96.0%
Variation from OMC : 0.5% Wet of OMC
12.0% 11.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 1.0% Wet of OMC 1.5% Wet of OMC 0.5% Wet of OMC
±2% of OMC
Field Moisture Content : 24.0% 22.0% 23.0% 26.0%
0.5% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 102.5% 103.0% 105.5% 107.0% 106.0%
Dry Density Ratio : 100.5% 96.0% 98.0% 100.0% 95.5% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 95.7% CV(max) = 99.0% Mean = 97.3%
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.56 1.54 1.56 1.51 1.84
95%
1.84
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - Testing
Base Laboratory Accreditation Number - 19667
Document Number : RF1 Date : 22/06/2018
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 7/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 9/10/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
S/037845
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 5/10/2018 5/10/2018
Material Type : General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.0% n = 8 k = 0.828
Lot Number : 1234 1232
R.L: 17.179 R.L: 16.933
Sample Number :
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite
Test / Layer Depths : 250 / 300 250 / 300
Material Source :
S/037846
Time : 13:38 13:39
Location 1 : E: 5201690 E: 5237296
Location 2 : N: 2534340 N: 2531690
Location 4 : - -
Location 3 :
Oversize Wet : - -
Test Fraction (mm) : < 19mm < 19mm
MDR Test Date : 8/10/2018 8/10/2018
MDR Sample Number :
Oversize Dry : - -
Assigned MDR (Yes/No) : No No
S/037845 S/037846
Sandy Clay - Brown Sandy Clay - Brown
MDR Test Results
ADJ MDD (t/m3) : - -
Soil Description :
OMC : 16.0% 13.0%
MDD (t/m3) : 1.78 1.86
Moisture Test Results :
ADJ OMC : - -
Variation from OMC : 0.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC
0.5% Wet of OMC
Field Moisture Content : 15.5% 13.5%
Density Specification : 95% 95%
Moisture Ratio : 97.0% 106.0%
Dry Density Ratio : 96.5% 95.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - -
Remarks : -
CV(min) = 95.7% CV(max) = 99.0% Mean = 97.3%
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.72 1.79
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Base Laboratory Accreditation Number ‐ 19667
Document Number : RF1 Date : 22‐06‐18
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Dry Density (t/m3) : 1.82 1.81 1.70 1.78 1.87
95%
1.76
Density Test Results
Dry Density Ratio : 105.0% 104.0% 100.5% 102.0% 105.5% 105.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 102.0% CV(max) = 105.3% Mean = 103.7%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 85.5% 83.5% 86.0% 91.0% 84.0% 91.0%
Variation from OMC : 2.5% Dry of OMC
15.0% 17.5%
Moisture Specification : ‐ ‐ ‐ ‐ ‐
3.5% Dry of OMC 2.5% Dry of OMC 2.0% Dry of OMC 3.0% Dry of OMC
‐
Field Moisture Content : 15.0% 16.5% 16.0% 20.5%
1.5% Dry of OMC
Moisture Test Results :
ADJ OMC : ‐ ‐ ‐ ‐ ‐
19.0%
ADJ MDD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
OMC : 17.5% 19.5% 18.5% 22.5% 18.0%
MDD (t/m3) : 1.73 1.74 1.69 1.74 1.78 1.67
MDR Test Results
S/038978S/038973 S/038974 S/038975 S/038976 S/038977
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 26‐10‐18 26‐10‐18 26‐10‐18 26‐10‐18 26‐10‐18 26‐10‐18
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L:17.82
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E:505078
N:7042411
R.L:17.75
Location 1 : E:505080 E:505094 E:505122 E:505109 E:505096
Location 2 : N:7042400 N:7042410 N:7042410 N:7042403 N:7042401
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 10:30 10:35 10:40 10:45 10:50 10:55
S/038977
150 / 150
Sampling Method : AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1
Onsite Onsite Onsite Onsite Onsite
AS1289.1.2.1 AS1289.1.2.1
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
25‐10‐18 25‐10‐18
S/038974 S/038975 S/038976
Lot Number : ‐ ‐ ‐ ‐
R.L:17.82 R.L:17.76 R.L:17.70 R.L:17.85
Sample Number :
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/038978
Date Tested : 25‐10‐18 25‐10‐18 25‐10‐18 25‐10‐18
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.0% n = 6 k = 0.828
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 8/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 02‐11‐18
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
S/038973
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Base Laboratory Accreditation Number ‐ 19667
Document Number : RF1 Date : 22‐06‐18
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Dry Density (t/m3) : 1.62 1.66 1.90 1.51 1.84
Density Test Results
Dry Density Ratio : 99.5% 101.5% 97.0% 101.0% 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.0% CV(max) = 101.0% Mean = 99.5%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 109.0% 104.0% 105.5% 100.5% 106.5%
Variation from OMC : 2.5% Wet of OMC
28.0%
Moisture Specification : ‐ ‐ ‐ ‐ ‐
1.0% Wet of OMC 1.5% Wet of OMC 0.0% Wet of OMC 1.5% Wet of OMC
Field Moisture Content : 29.0% 25.5% 26.5% 30.0%
Moisture Test Results :
ADJ OMC : ‐ ‐ ‐ ‐ ‐
ADJ MDD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
‐
OMC : 26.5% 24.5% 25.0% 29.5% 26.0%
MDD (t/m3) : 1.63 1.64 1.95 1.50 1.86
MDR Test Results
S/039078 S/039079 S/039080 S/039081 S/039082
Clay ‐ Light Brown Clay ‐ Light Brown Clay ‐ Light Brown Clay ‐ Light Brown Clay ‐ Light Brown
MDR Test Date : 29‐10‐18 29‐10‐18 29‐10‐18 29‐10‐18 29‐10‐18
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
R.L: 17.92
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505080 E: 505099 E: 505113 E: 505101 E: 505086
Location 2 : N: 7042443 N: 7042440 N: 7042463 N: 7042470 N: 7042471
Location 4 : ‐ ‐ ‐ ‐ ‐
Location 3 :
‐
Time : 13:20 13:25 13:30 13:35 13:40
S/039082
Sampling Method : AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1
Onsite Onsite Onsite Onsite Onsite
AS1289.1.2.1
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
26‐10‐18
S/039079 S/039080 S/039081
Lot Number : ‐ ‐ ‐ ‐
R.L: 18.13 R.L: 18.20 R.L: 18.02 R.L: 18.05
Sample Number :
‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 26‐10‐18 26‐10‐18 26‐10‐18 26‐10‐18
Material Type : General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.8% n = 5 k = 0.828
‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 9/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 02‐11‐18
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
S/039078
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.67 1.70 1.72 1.66 1.68
95%
1.70
Density Test Results
Dry Density Ratio : 104.0% 104.5% 105.0% 103.0% 102.5% 104.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 102.8% CV(max) = 104.4% Mean = 103.6%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 96.0% 104.0% 94.0% 96.5% 100.5% 100.0%
Variation from OMC : 1.0% Dry of OMC
24.5% 25.0%
Moisture Specification : - - - - -
1.0% Wet of OMC 1.5% Dry of OMC 1.0% Dry of OMC 0.0% Wet of OMC
-
Field Moisture Content : 24.5% 26.0% 23.5% 25.0%
0.0% Dry of OMC
Moisture Test Results :
ADJ OMC : - - - - -
25.0%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 25.5% 25.0% 25.0% 25.5% 24.5%
MDD (t/m3) : 1.61 1.63 1.64 1.61 1.64 1.63
MDR Test Results
S/039344S/039339 S/039340 S/039341 S/039342 S/039343
Sandy Clay - Pinish Grey
Sandy Clay - Pinish Grey
Sandy Clay - Pinish Grey
Sandy Clay - Pinish Grey
Sandy Clay - Pinish Grey
Sandy Clay - Pinish Grey
MDR Test Date : 3/11/2018 3/11/2018 3/11/2018 3/11/2018 3/11/2018 3/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
R.L:17.80
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E:505162
N:7042581
R.L:17.72
Location 1 : E:505108 E:505210 E:505213 E:505194 E:505179
Location 2 : N:7042565 N:7042564 N:7042581 N:7042590 N:7042580
Location 4 : - - - - - -
Location 3 :
- -
Time : 13:47 13:47 13:47 13:47 13:47 13:47
S/039343
125 / 150
Sampling Method : AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1
Onsite Onsite Onsite Onsite
31/10/2018 31/10/2018
S/039340
Onsite
AS1289.1.2.1 AS1289.1.2.1
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
S/039341 S/039342
Lot Number : - - - -
R.L:17.72 R.L:17.70 R.L:17.68 R.L:17.77
Sample Number : S/039339
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/039344
Date Tested : 31/10/2018 31/10/2018 31/10/2018 31/10/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.0% n = 8 k = 0.828
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 10/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 6/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 2
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 10/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 6/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 31/10/2018 31/10/2018
Material Type : General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.0% n = 8 k = 0.828
Lot Number : - -
R.L:17.60 R.L:17.81
Sample Number : S/039345
Sampling Method : AS1289.1.2.1 AS1289.1.2.1
Onsite Onsite
S/039346
Test / Layer Depths : 125 / 150 125 / 150
Material Source :
Time : 13:47 13:47
Location 1 : E:505143 E:505143
Location 2 : N:7042584 N:7042584
Location 4 : - -
Location 3 :
Oversize Wet : - -
Test Fraction (mm) : < 19mm < 19mm
MDR Test Date : 3/11/2018 3/11/2018
MDR Sample Number :
Oversize Dry : - -
Assigned MDR (Yes/No) : No No
S/039345 S/039346
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
MDR Test Results
ADJ MDD (t/m3) : - -
Soil Description :
OMC : 26.0% 26.5%
MDD (t/m3) : 1.69 1.62
Moisture Test Results :
ADJ OMC : - -
Variation from OMC : 2.5% Dry of OMC
Moisture Specification : - -
2.0% Dry of OMC
Field Moisture Content : 23.5% 24.5%
Density Specification : 95% 95%
Moisture Ratio : 90.5% 93.0%
Dry Density Ratio : 102.5% 103.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - -
Remarks : -
CV(min) = 102.8% CV(max) = 104.4% Mean = 103.6%
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.73 1.67
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.72 1.70 1.69 1.68
Density Test Results
Dry Density Ratio : 97.5% 100.5% 99.5% 99.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 98.1% CV(max) = 100.2% Mean = 99.1%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : 94.0% 92.5% 92.5% 96.0%
Variation from OMC : 1.5% Dry of OMC
Moisture Specification : - - - -
2.0% Dry of OMC 2.0% Dry of OMC 1.0% Dry of OMC
Field Moisture Content : 21.5% 26.5% 26.0% 25.5%
Moisture Test Results :
ADJ OMC : - - - -
ADJ MDD (t/m3) : - - - -
Soil Description :
OMC : 23.0% 28.5% 28.0% 26.5%
MDD (t/m3) : 1.77 1.69 1.71 1.70
MDR Test Results
S/039313 S/039314 S/039315 S/039316
Clay - Brown Clay - Brown Clay - Brown Clay - Brown
MDR Test Date : 3/11/2018 0/01/1900 0/01/1900 0/01/1900
MDR Sample Number :
Oversize Dry : - - - -
Assigned MDR (Yes/No) : No No No No
Oversize Wet : - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E:505215 E:505170 E:505155 E:505198
Location 2 : N:7042496 N:7042496 N:7042507 N:7042510
Location 4 : - - - -
Location 3 :
Time : 13:58 13:58 13:58 13:58
Sampling Method : AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1
Onsite Onsite Onsite Onsite
S/039314
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
S/039315 S/039316
Lot Number : - - - -
R.L:17.41 R.L:17.62 R.L:17.55 R.L:17.39
Sample Number : S/039313
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 30/10/2018 30/10/2018 30/10/2018 30/10/2018
Material Type : General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.3% n = 4 k = 0.828
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 11/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 6/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 1
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.92 2.08 1.96 1.95 2.03
95%
2.08
Density Test Results
Dry Density Ratio : 100.0% 100.5% 99.5% 101.5% 99.5% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 96.6% CV(max) = 100.4% Mean = 98.5%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 100.0% 94.0% 106.0% 101.0% 104.5% 94.5%
Variation from OMC : 0.0% Wet of OMC
18.5% 17.5%
Moisture Specification : - - - - -
1.0% Dry of OMC 1.0% Wet of OMC 0.5% Wet of OMC 1.0% Wet of OMC
-
Field Moisture Content : 23.0% 17.0% 21.0% 25.0%
1.0% Dry of OMC
Moisture Test Results :
ADJ OMC : - - - - -
18.5%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 23.0% 18.0% 19.5% 25.0% 17.5%
MDD (t/m3) : 1.92 2.07 1.97 1.92 2.04 2.08
MDR Test Results
S/039513S/039508 S/039509 S/039510 S/039511 S/039512
Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown
MDR Test Date : 3/11/2018 3/11/2018 3/11/2018 3/11/2018 3/11/2018 3/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
R.L:17.51
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E:505174
N:7042578
R.L:17.06
Location 1 : E:505228 E:505224 E:505218 E:505212 E:505186
Location 2 : N:7042564 N:7042573 N:7042584 N:7042574 N:70425668
Location 4 : - - - - - -
Location 3 :
- -
Time : 13:59 13:59 13:59 13:59 14:00 14:00
S/039512
150 / 200
Sampling Method : AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1
Onsite Onsite Onsite Onsite
1/11/2018 1/11/2018
S/039509
Onsite
AS1289.1.2.1 AS1289.1.2.1
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
S/039510 S/039511
Lot Number : - - - -
R.L:17.15 R.L:17.28 R.L:17.34 R.L:17.40
Sample Number : S/039508
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/039513
Date Tested : 1/11/2018 1/11/2018 1/11/2018 1/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.2% n = 10 k = 0.828
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 12/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 7/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 1
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 12/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 7/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 1/11/2018 1/11/2018 1/11/2018 1/11/2018
Material Type : General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 4.0% n = 10 k = 0.828
S/039516 S/039517
Lot Number : - - - -
R.L:17.34 R.L:17.18 R.L:17.72 R.L:17.51
Sample Number : S/039514
Sampling Method : AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1
Onsite Onsite Onsite Onsite
S/039515
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
Time : 14:00 14:00 14:00 14:00
Location 1 : E:505161 E:505150 E:505139 E:505127
Location 2 : N:7042584 N:7042575 N:7042568 N:7042568
Location 4 : - - - -
Location 3 :
Oversize Wet : - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 3/11/2018 3/11/2018 3/11/2018 3/11/2018
MDR Sample Number :
Oversize Dry : - - - -
Assigned MDR (Yes/No) : No No No No
S/039514 S/039515 S/039516 S/039517
Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown
MDR Test Results
ADJ MDD (t/m3) : - - - -
Soil Description :
OMC : 22.5% 21.0% 21.0% 24.5%
MDD (t/m3) : 1.85 1.79 1.74 1.65
Moisture Test Results :
ADJ OMC : - - - -
Variation from OMC : 1.5% Dry of OMC
Moisture Specification : - - - -
0.5% Dry of OMC 0.5% Dry of OMC 1.5% Dry of OMC
Field Moisture Content : 21.0% 20.5% 20.5% 23.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : 93.0% 98.0% 96.5% 93.0%
Dry Density Ratio : 95.5% 96.0% 96.0% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 96.9% CV(max) = 103.6% Mean = 100.3%
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.76 1.71 1.67 1.60
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 19667 ‐ Gold Coast
Document Number : RF1 Date : 22‐06‐18
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Dry Density (t/m3) : 1.600 1.611 1.586 1.584 1.551
95%
1.636
Density Test Results
Dry Density Ratio : 102.0% 101.0% 100.0% 98.5% 96.5% 102.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.2% CV(max) = 101.8% Mean = 100.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 97% 98% 100% 92% 96% 97%
Variation from OMC : 0.7% Dry of OMC
27.3% 26.5%
Moisture Specification : ‐ ‐ ‐ ‐ ‐
0.5% Dry of OMC 0.0% Wet of OMC 2.4% Dry of OMC 1.1% Dry of OMC
‐
Field Moisture Content : 27.7% 28.8% 27.5% 27.1%
0.7% Dry of OMC
Moisture Test Results :
ADJ OMC : ‐ ‐ ‐ ‐ ‐
27.2%
ADJ MDD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
OMC : 28.4% 29.3% 27.5% 29.5% 28.4%
MDD (t/m3) : 1.572 1.593 1.583 1.606 1.604 1.604
MDR Test Results
S/039808S/039803 S/039804 S/039805 S/039806 S/039807
Clay ‐ Light Brown Clay ‐ Light Brown Clay ‐ Light Brown Clay ‐ Light Brown Clay ‐ Light Brown Clay ‐ Light Brown
MDR Test Date : 06‐11‐18 06‐11‐18 06‐11‐18 06‐11‐18 06‐11‐18 06‐11‐18
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L:17.81
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E:505077
N:7042589
R.L:17.96
Location 1 : E:505060 E:505088 E:505112 E:505115 E:505104
Location 2 : N:7042593 N:7042599 N:7042601 N:7042597 N:7042591
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 13:43 13:43 13:43 13:43 13:43 13:43
S/039807
150 / 200
Sampling Method : AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1
Onsite Onsite Onsite Onsite
05‐11‐18 05‐11‐18
S/039804
Onsite
AS1289.1.2.1 AS1289.1.2.1
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
S/039805 S/039806
Lot Number : ‐ ‐ ‐ ‐
R.L:17.74 R.L:17.74 R.L:17.75 R.L:17.79
Sample Number : S/039803
‐ ‐
Test Methods : Q140A, Q141A, Q102A,
S/039808
Date Tested : 05‐11‐18 05‐11‐18 05‐11‐18 05‐11‐18
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.2% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 13/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 07‐11‐18
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 19667 ‐ Gold Coast
Document Number : RF1 Date : 22‐06‐18
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Dry Density (t/m3) : 1.65 1.63 1.70
Density Test Results
Dry Density Ratio : 101.0% 101.5% 102.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.1% CV(max) = 101.9% Mean = 101.5%
Density Specification : 95% 95% 95%
Moisture Ratio : 121.5% 118.5% 118.0%
Variation from OMC : 4.0% Wet of OMC
Moisture Specification : ‐ ‐ ‐
3.5% Wet of OMC 3.0% Wet of OMC
Field Moisture Content : 22.5% 23.0% 20.0%
Moisture Test Results :
ADJ OMC : ‐ ‐ ‐
ADJ MDD (t/m3) : ‐ ‐ ‐
Soil Description :
OMC : 18.5% 19.5% 17.0%
MDD (t/m3) : 1.63 1.61 1.66
MDR Test Results
S/039892 S/039893 S/039894
Silty Clay ‐ Brown Silty Clay ‐ Brown Silty Clay ‐ Brown
MDR Test Date : 07‐11‐18 00‐01‐00 00‐01‐00
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No
Oversize Wet : ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm
Location 1 : E:505081 E:505055 E:505138
Location 2 : N:7042569 N:7042574 N:7042582
Location 4 : ‐ ‐ ‐
Location 3 :
Time : 06:38 06:38 06:38
Sampling Method : AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1
Onsite Onsite Onsite
S/039893
Test / Layer Depths : 150 / 200 150 / 200 150 / 200
Material Source :
S/039894
Lot Number : ‐ ‐ ‐
R.L:17.41 R.L:17.63 R.L:17.60
Sample Number : S/039892
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 01‐11‐18 01‐11‐18 01‐11‐18
Material Type : General FIll General FIll General FIll
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.5% n = 3 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 14/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 08‐11‐18
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 19667 ‐ Gold Coast
Document Number : RF1 Date : 22‐06‐18
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 15/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 08‐11‐18
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 03‐11‐18 03‐11‐18 03‐11‐18 03‐11‐18
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.4% n = 4 k = 0.828
S/039700 S/039701
Lot Number : ‐ ‐ ‐ ‐
R.L:16.80 R.L:17.36 R.L:17.12 R.L:16.91
Sample Number : S/039698
Sampling Method : AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1
Onsite Onsite Onsite Onsite
S/039699
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
Time : 10:31 10:31 10:31 10:31
Location 1 : E:505071 E:505091 E:505094 E:5050072
Location 2 : N:7042572 N:7042578 N:7042596 N:7042602
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 07‐11‐18 07‐11‐18 07‐11‐18 07‐11‐18
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/039698 S/039699 S/039700 S/039701
Silty Clay ‐ Light
Brown
Silty Clay ‐ Light
Brown
Silty Clay ‐ Light
Brown
Silty Clay ‐ Light
Brown
MDR Test Results
ADJ MDD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
OMC : 24.0% 26.0% 24.5% 17.0%
MDD (t/m3) : 1.88 1.93 1.90 2.01
Moisture Test Results :
ADJ OMC : ‐ ‐ ‐ ‐
Variation from OMC : 3.0% Wet of OMC
Moisture Specification : ‐ ‐ ‐ ‐
1.5% Wet of OMC 1.0% Dry of OMC 2.5% Wet of OMC
Field Moisture Content : 27.0% 27.5% 24.0% 19.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : 112.0% 106.5% 96.5% 113.5%
Dry Density Ratio : 101.0% 97.0% 102.5% 101.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.5% CV(max) = 102.5% Mean = 100.5%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Dry Density (t/m3) : 1.90 1.87 1.95 2.05
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 19667 ‐ Gold Coast
Document Number : RF1 Date : 22‐06‐18
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Dry Density (t/m3) : 1.64 1.70
Density Test Results
Dry Density Ratio : 101.0% 102.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐
Remarks : ‐
CV(min) = 100.9% CV(max) = 102.1% Mean = 101.5%
Density Specification : 95% 95%
Moisture Ratio : 104.0% 105.5%
Variation from OMC : 1.0% Wet of OMC
Moisture Specification : ‐ ‐
1.0% Wet of OMC
Field Moisture Content : 23.0% 20.0%
Moisture Test Results :
ADJ OMC : ‐ ‐
ADJ MDD (t/m3) : ‐ ‐
Soil Description :
OMC : 22.0% 19.0%
MDD (t/m3) : 1.63 1.66
MDR Test Results
S/039617 S/039618
Clay ‐ Greyish Brown Clay ‐ Greyish Brown
MDR Test Date : 08‐11‐18 08‐11‐18
MDR Sample Number :
Oversize Dry : ‐ ‐
Assigned MDR (Yes/No) : No No
Oversize Wet : ‐ ‐
Test Fraction (mm) : < 19mm < 19mm
Location 1 : E:505243 E:505193
Location 2 : N:7042600 N:7042600
Location 4 : ‐ ‐
Location 3 :
Time : 09:59 09:59
Sampling Method : AS1289.1.2.1 AS1289.1.2.1
Onsite Onsite
S/039618
Test / Layer Depths : 125 / 150 125 / 150
Material Source :
Lot Number : ‐ ‐
R.L:17.61 R.l:17.45
Sample Number : S/039617
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 02‐11‐18 02‐11‐18
Material Type : General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.7% n = 2 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 16/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 09‐11‐18
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.73 1.62 1.54 1.68 1.55
95%
1.75
Density Test Results
Dry Density Ratio : 96.0% 102.5% 96.5% 96.0% 97.0% 97.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 96.1% CV(max) = 99.8% Mean = 97.9%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 99.5% 100.5% 100.0% 100.5% 100.0% 97.5%
Variation from OMC : 0.0% Dry of OMC
25.0% 11.0%
Moisture Specification : - - - - -
0.0% Wet of OMC 0.0% Dry of OMC 0.0% Wet of OMC 0.0% Wet of OMC
-
Field Moisture Content : 12.0% 27.0% 26.5% 16.0%
0.5% Dry of OMC
Moisture Test Results :
ADJ OMC : - - - - -
11.5%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 12.0% 27.0% 26.5% 16.0% 25.0%
MDD (t/m3) : 1.81 1.58 1.59 1.75 1.60 1.80
MDR Test Results
S/040053S/040048 S/040049 S/040050 S/040051 S/040052
Silty Clayey Sand - Black
Silty Clayey Sand - Black
Silty Clayey Sand - Black
Silty Clayey Sand - Black
Silty Clayey Sand - Black
Silty Clayey Sand - Black
MDR Test Date : 9/11/2018 9/11/2018 9/11/2018 9/11/2018 9/11/2018 9/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
R.L:18.52
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E:505006
N:7042561
R.L:18.43
Location 1 : E:505039 E:505030 E:505034 E:505038 E:505040
Location 2 : N:7042483 N:7042488 N:7042509 N:7042516 N:7042546
Location 4 : - - - - - -
Location 3 :
- -
Time : 14:01 14:01 14:01 14:01 14:01 14:01
S/040052
125 / 150
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
8/11/2018 8/11/2018
S/040049
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
S/040050 S/040051
Lot Number : - - - -
R.L:18.55 R.L:18.43 R.L:18.58 R.L:18.61
Sample Number : S/040048
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/040053
Date Tested : 8/11/2018 8/11/2018 8/11/2018 8/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.2% n = 11 k = 0.847
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 17/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 14/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 2
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
-
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 17/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 14/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
- -
-
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 8/11/2018 8/11/2018 8/11/2018 8/11/2018
Material Type : General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.2% n = 11 k = 0.847
S/040056 S/040057
Lot Number : - - - -
R.L:18.65 R.L:18.40 R.L:18.78 R.L:18.68
Sample Number : S/040054 S/040058
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
8/11/2018
S/040055
Onsite
AS1289.1.2.1 - cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
-
Time : 14:01 14:01 14:01 14:01 14:01
Location 1 : E:504995 E:504996 E:505011 E:505014 E:505005
Location 2 : N:7042544 N:7042512 N:7042501 N:7042486 N:7042531
Location 4 : - - - - -
Location 3 : R.L:18.59
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 9/11/2018 0/01/1900 9/11/2018 9/11/2018 9/11/2018
MDR Sample Number :
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
S/040054 S/040055 S/040056 S/040057 S/040058
Silty Clayey Sand - Black
Silty Clayey Sand - Black
Silty Clayey Sand - Black
Silty Clayey Sand - Black
Silty Clayey Sand - Black
MDR Test Results
ADJ MDD (t/m3) : - - - -
Soil Description :
-
OMC : 12.0% 17.0% 14.5% 14.0% 27.0%
MDD (t/m3) : 1.81 1.72 1.81 1.76 1.58
Moisture Test Results :
ADJ OMC : - - - - -
Variation from OMC : 0.0% Wet of OMC
27.0%
Moisture Specification : - - - - -
0.0% Wet of OMC 1.5% Dry of OMC 0.5% Wet of OMC 0.0% Wet of OMC
Field Moisture Content : 12.0% 17.5% 13.0% 14.5%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 101.0% 100.5% 90.0% 103.0% 100.0%
Dry Density Ratio : 96.5% 99.0% 101.0% 96.5% 99.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 96.1% CV(max) = 99.8% Mean = 97.9%
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.74 1.70 1.82 1.70 1.57
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.61 1.65 1.65 1.67 1.63
Density Test Results
Dry Density Ratio : 102.0% 104.5% 103.5% 103.0% 103.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 102.5% CV(max) = 104.1% Mean = 103.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 107.5% 108.0% 107.0% 108.0% 106.0%
Variation from OMC : 1.5% Wet of OMC
24.5%
Moisture Specification : - - - - -
1.5% Wet of OMC 1.5% Wet of OMC 1.5% Wet of OMC 1.5% Wet of OMC
Field Moisture Content : 24.5% 23.0% 23.5% 22.0%
Moisture Test Results :
ADJ OMC : - - - - -
ADJ MDD (t/m3) : - - - -
Soil Description :
-
OMC : 22.5% 21.5% 22.0% 20.0% 23.5%
MDD (t/m3) : 1.58 1.58 1.59 1.62 1.58
MDR Test Results
S/039983 S/039984 S/039985 S/039986 S/039987
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
MDR Test Date : 9/11/2018 9/11/2018 9/11/2018 9/11/2018 9/11/2018
MDR Sample Number :
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
R.L:17.13
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
Location 1 : E:505082 E:505097 E:505115 E:505113 E:505095
Location 2 : N:7042468 N:7042468 N:7042484 N:7042494 N:7042503
Location 4 : - - - - -
Location 3 :
-
Time : 09:45 09:50 10:00 10:05 10:10
S/039987
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
8/11/2018
S/039984
Onsite
AS1289.1.2.1 - cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
S/039985 S/039986
Lot Number : - - - -
R.L:17.41 R.L:17.87 R.L:17.46 R.L:17.61
Sample Number : S/039983
-
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 8/11/2018 8/11/2018 8/11/2018 8/11/2018
Material Type : General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 0.9% n = 5 k = 0.828
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
-
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 18/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 14/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 1
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 19/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 15/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 2
Location : Glenview
- -
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/040114
Date Tested : 9/11/2018 9/11/2018 9/11/2018 9/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.2% n = 10 k = 0.828
S/040111 S/040112
Lot Number : - - - -
R.L:18.54 R.L:18.48 R.L:18.34 R.L:18.35
Sample Number : S/040109 S/040113
125 / 150
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
9/11/2018 9/11/2018
S/040110
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
- -
Time : 13:53 13:53 13:53 13:53 13:53 13:53
E:504939
N:7042560
R.L:18.24
Location 1 : E:504963 E:504968 E:504975 E:504969 E:504961
Location 2 : N:7042510 N:7042521 N:7042543 N:7042560 N:7042571
Location 4 : - - - - - -
Location 3 : R.L:18.35
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 12/11/2018 12/11/2018 12/11/2018 12/11/2018 12/11/2018 12/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/040114S/040109 S/040110 S/040111 S/040112 S/040113
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
1.65
MDR Test Results
23.0%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 21.5% 24.5% 19.5% 24.0% 15.5%
MDD (t/m3) : 1.64 1.65 1.67 1.63 1.73
Moisture Test Results :
ADJ OMC : - - - - -
102.5%
Variation from OMC : 0.0% Wet of OMC
16.5% 23.5%
Moisture Specification : - - - - -
0.5% Dry of OMC 1.5% Wet of OMC 0.5% Wet of OMC 0.5% Wet of OMC
-
Field Moisture Content : 22.0% 24.0% 21.0% 24.5%
0.5% Wet of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 101.0% 98.5% 106.5% 103.0% 104.5%
Dry Density Ratio : 101.0% 99.0% 100.5% 100.0% 100.5% 99.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 99.6% CV(max) = 101.5% Mean = 100.6%
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.66 1.63 1.68 1.63 1.74
95%
1.65
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.68 1.71 1.69 1.68
Density Test Results
Dry Density Ratio : 101.5% 103.0% 101.0% 99.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 99.6% CV(max) = 101.5% Mean = 100.6%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : 100.0% 101.5% 109.0% 100.0%
Variation from OMC : 0.0% Wet of OMC
Moisture Specification : - - - -
0.5% Wet of OMC 2.0% Wet of OMC 0.0% Wet of OMC
Field Moisture Content : 24.0% 24.5% 23.5% 24.0%
Moisture Test Results :
ADJ OMC : - - - -
ADJ MDD (t/m3) : - - - -
Soil Description :
OMC : 24.0% 24.0% 21.5% 24.0%
MDD (t/m3) : 1.66 1.66 1.67 1.69
MDR Test Results
S/040115 S/040116 S/040117 S/040118
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
Sandy Clay - Pinkish Grey
MDR Test Date : 12/11/2018 12/11/2018 12/11/2018 12/11/2018
MDR Sample Number :
Oversize Dry : - - - -
Assigned MDR (Yes/No) : No No No No
Oversize Wet : - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E:504931 E:504928 E:504928 E:504923
Location 2 : N:7042551 N:7042544 N:7042534 N:7042520
Location 4 : - - - -
Location 3 :
Time : 13:53 13:53 13:53 13:53
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
S/040116
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
S/040117 S/040118
Lot Number : - - - -
R.L:18.10 R.L:18.06 R.L:17.91 R.L:17.84
Sample Number : S/040115
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 9/11/2018 9/11/2018 9/11/2018 9/11/2018
Material Type : General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.2% n = 10 k = 0.828
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 19/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 15/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
-
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 20/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 16/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 1
Location : Glenview
- -
-
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 10/11/2018 10/11/2018 10/11/2018 10/11/2018
Material Type : General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.5% n = 5 k = 0.828
S/040164 S/040165
Lot Number : - - - -
R.L: 18.5 R.L: 18.6 R.L: 18.3 R.L: 18.0
Sample Number : S/040162 S/040166
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
10/11/2018
S/040163
Onsite
AS1289.1.2.1 - cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
-
Time : 09:00 09:05 09:10 09:15 09:20
Location 1 : E: 504930 E: 504922 E: 504921 E: 504923 E: 504930
Location 2 : N: 7042478 N: 7042513 N: 7042510 N: 7042570 N: 7042588
Location 4 : - - - - -
Location 3 : R.L: 17.9
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 13/11/2018 13/11/2018 13/11/2018 13/11/2018 13/11/2018
MDR Sample Number :
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
S/040162 S/040163 S/040164 S/040165 S/040166
Sandy Clay - Greyish Pink
Sandy Clay - Greyish Pink
Sandy Clay - Greyish Pink
Sandy Clay - Greyish Pink
Sandy Clay - Greyish Pink
MDR Test Results
ADJ MDD (t/m3) : - - - -
Soil Description :
-
OMC : 22.5% 18.5% 22.5% 20.0% 24.0%
MDD (t/m3) : 1.56 1.67 1.60 1.65 1.55
Moisture Test Results :
ADJ OMC : - - - - -
Variation from OMC : 1.5% Wet of OMC
25.5%
Moisture Specification : - - - - -
0.5% Wet of OMC 1.5% Wet of OMC 1.0% Wet of OMC 1.5% Wet of OMC
Field Moisture Content : 24.0% 19.5% 24.0% 20.5%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 106.0% 104.0% 105.5% 104.5% 106.0%
Dry Density Ratio : 99.5% 101.0% 100.0% 99.5% 103.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 99.4% CV(max) = 101.8% Mean = 100.6%
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.54 1.69 1.60 1.64 1.59
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 21/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 16/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 1
Location : Glenview
- -
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/040244
Date Tested : 12/11/2018 12/11/2018 12/11/2018 12/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 0.4% n = 6 k = 0.828
S/040241 S/040242
Lot Number : 1336 1334 1332 1330
R.L: 19.00 R.L: 19.08 R.L: 19.05 R.L: 18.90
Sample Number : S/040239 S/040243
125 / 150
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
12/11/2018 12/11/2018
S/040240
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
1328 1329
Time : 14:17 14:19 14:19 14:19 14:19 14:19
E: 4922.477
N: 2568.101
R.L: 18.80
Location 1 : E: 4924.346 E: 4923.253 E: 4921.628 E: 4920.177 E: 4918.486
Location 2 : N: 2474.393 N: 2499.729 N: 2526.857 N: 2550.773 N: 2585.384
Location 4 : - - - - - -
Location 3 : R.L: 18.49
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 13/11/2018 13/11/2018 13/11/2018 13/11/2018 13/11/2018 13/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/040244S/040239 S/040240 S/040241 S/040242 S/040243
Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Clayey Sand - Brown Sandy Clay - Brown
1.86
MDR Test Results
14.0%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 13.5% 16.5% 14.5% 13.5% 11.5%
MDD (t/m3) : 1.85 1.83 1.81 1.88 1.83
Moisture Test Results :
ADJ OMC : - - - - -
89.5%
Variation from OMC : 1.0% Wet of OMC
10.0% 12.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 1.5% Wet of OMC 1.5% Dry of OMC 1.5% Dry of OMC
±2% of OMC
Field Moisture Content : 14.5% 15.5% 16.0% 11.5%
1.5% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 109.0% 94.5% 109.5% 87.0% 86.5%
Dry Density Ratio : 95.5% 96.5% 96.0% 95.5% 95.5% 95.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 95.4% CV(max) = 96.1% Mean = 95.8%
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.77 1.76 1.74 1.79 1.76
95%
1.78
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 23/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 16/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 1
Location : Glenview
- -
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/040329
Date Tested : 13/11/2018 13/11/2018 13/11/2018 13/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 0.9% n = 6 k = 0.828
S/040326 S/040327
Lot Number : 1337 1338 1340 1342
R.L: 18.70 R.L: 18.55 R.L: 18.48 R.L: 18.44
Sample Number : S/040324 S/040328
125 / 150
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
13/11/2018 13/11/2018
S/040325
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
1344 1345
Time : 14:04 14:05 14:05 14:05 14:05 14:05
E: 4888.183
N: 2568.614
R.L: 18.24
Location 1 : E: 4893.559 E: 4892.611 E: 4891.620 E: 4890.499 E: 4889.775
Location 2 : N: 2472.865 N: 2489.263 N: 2509.360 N: 2529.740 N: 2546.526
Location 4 : - - - - - -
Location 3 : R.L: 18.38
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 14/11/2018 14/11/2018 14/11/2018 14/11/2018 14/11/2018 14/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/040329S/040324 S/040325 S/040326 S/040327 S/040328
Silty Clayey Sand - Grey
Silty Clayey Sand - Grey
Silty Clayey Sand - Grey
Silty Sandy Clay - Brown
Silty Sandy Clay - Brown
Silty Clayey Sand - Brown
1.71
MDR Test Results
16.5%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 14.0% 16.5% 17.0% 16.5% 17.0%
MDD (t/m3) : 1.79 1.76 1.75 1.76 1.70
Moisture Test Results :
ADJ OMC : - - - - -
106.5%
Variation from OMC : 1.5% Dry of OMC
18.5% 18.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 1.5% Dry of OMC 0.5% Wet of OMC 1.5% Wet of OMC
±2% of OMC
Field Moisture Content : 13.0% 16.0% 15.5% 16.5%
1.0% Wet of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 90.0% 96.0% 91.0% 102.5% 107.5%
Dry Density Ratio : 95.0% 96.0% 96.0% 95.0% 95.5% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 95.1% CV(max) = 96.6% Mean = 95.8%
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.70 1.69 1.68 1.68 1.63
95%
1.67
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 24/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 19/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 2
Location : Glenview
- -
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/040463
Date Tested : 14/11/2018 14/11/2018 14/11/2018 14/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.0% n = 11 k = 0.847
S/040460 S/040461
Lot Number : 1298 1296 1305 1295
R.L: 18.41 R.L: 18.53 R.L: 18.50 R.L: 18.54
Sample Number : S/040458 S/040462
125 / 150
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
14/11/2018 14/11/2018
S/040459
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
1307 1357
Time : 14:10 14:10 14:11 14:11 14:11 14:11
E: 4848.761
N: 2483.302
R.L: 19.22
Location 1 : E:4889.302 E: 4909.339 E: 4911.011 E: 4926.508 E: 4938.868
Location 2 : N: 2420.106 N: 2415.469 N: 2422.769 N: 2416.698 N: 2430.000
Location 4 : - - - - - -
Location 3 : R.L: 18.28
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 15/11/2018 16/11/2018 16/11/2018 15/11/2018 15/11/2018 15/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/040463S/040458 S/040459 S/040460 S/040461 S/040462
Silty Sand - Light GreySilty Clayey Sand -
GreyClayey Sand - Brown Clayey Sand - Brown Clayey Sand - Brown Clay - Greyish Pink
1.70
MDR Test Results
19.0%
ADJ MDD (t/m3) : - - - -
-
Soil Description :
- -
OMC : 9.5% 10.5% 8.0% 12.5% 17.0%
MDD (t/m3) : 2.02 1.86 1.88 1.73 1.77
Moisture Test Results :
ADJ OMC : - - - - -
108.0%
Variation from OMC : 2.0% Dry of OMC
17.5% 20.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Wet of OMC 1.0% Wet of OMC 0.5% Wet of OMC 0.0% Wet of OMC
±2% of OMC
Field Moisture Content : 7.5% 11.5% 9.0% 13.0%
1.5% Wet of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 80.5% 111.5% 113.5% 104.0% 101.0%
Dry Density Ratio : 95.5% 98.0% 99.0% 98.0% 99.0% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 96.5% CV(max) = 99.9% Mean = 98.2%
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.92 1.82 1.86 1.69 1.75
95%
1.64
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Dry Density (t/m3) : 1.55 1.56 1.66 1.49 1.72
Density Test Results
Dry Density Ratio : 97.5% 100.5% 101.0% 95.0% 100.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 96.5% CV(max) = 99.9% Mean = 98.2%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : 109.0% 106.0% 107.5% 109.0% 110.0%
Variation from OMC : 2.0% Wet of OMC
16.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Wet of OMC 1.5% Wet of OMC 2.0% Wet of OMC 1.5% Wet of OMC
Field Moisture Content : 23.0% 24.0% 22.0% 27.5%
Moisture Test Results :
ADJ OMC : - - - - -
ADJ MDD (t/m3) : - - - -
Soil Description :
-
OMC : 21.0% 23.0% 20.5% 25.0% 15.0%
MDD (t/m3) : 1.58 1.56 1.65 1.57 1.72
MDR Test Results
S/040464 S/040465 S/040466 S/040467 S/040468
Clay - Greyish PinkSandy Clay - Pinkish
GreyClay - Greyish Pink Clay - Pinkish Grey
Sandy Clay - Greyish Brown
MDR Test Date : 15/11/2018 15/11/2018 15/11/2018 15/11/2018 15/11/2018
MDR Sample Number :
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
R.L: 18.47
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 4871.273 E: 4870.887 E: 4868.268 E: 4865.999 E: 4849.727
Location 2 : N: 2505.469 N: 2528.012 N: 2551.284 N: 2572.701 N: 2572.969
Location 4 : - - - - -
Location 3 :
1349
Time : 14:11 14:11 14:11 14:11 14:11
S/040468
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
14/11/2018
S/040465
Onsite
AS1289.1.2.1 - cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
S/040466 S/040467
Lot Number : 1355 1353 1351 1348
R.L: 19.06 R.L: 19.09 R.L: 18.84 R.L: 18.88
Sample Number : S/040464
-
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 14/11/2018 14/11/2018 14/11/2018 14/11/2018
Material Type : General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.0% n = 11 k = 0.847
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
-
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 24/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 19/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Wet Density (t/m3) : 1.84 1.81 1.96 1.87 1.97
Density Test Results
Wet Density Ratio : 97.0% 95.5% 103.5% 97.0% 102.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 96.1% CV(max) = 101.9% Mean = 99.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Variation from OMC : 1.0% Wet of OMC
24.5%
Moisture Specification : - - - - -
2.5% Wet of OMC 1.0% Wet of OMC 1.0% Wet of OMC 2.0% Wet of OMC
Field Moisture Content : 22.5% 25.5% 27.0% 23.5%
Moisture Test Results :
ADJ Moisture Variation : - - - - -
ADJ PCWD (t/m3) : - - - -
Soil Description :
-
Moisture Variation : -1.0% -2.5% -1.0% -1.0% -2.0%
PCWD (t/m3) : 1.90 1.90 1.89 1.93 1.93
MDR Test Results
S/040580 S/040581 S/040582 S/040583 S/040584
Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown
MDR Test Date : 16/11/2018 16/11/2018 16/11/2018 16/11/2018 16/11/2018
MDR Sample Number :
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
RL:20.0
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
Location 1 : E:504873 E:504871 E:504865 E:504867 E:504876
Location 2 : N:7042581 N:7042552 N:7042532 N:7042505 N:7042471
Location 4 : - - - - -
Location 3 :
1357
Time : 14:38 14:38 14:38 14:38 14:38
S/040584
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
onsite onsite onsite onsite
15/11/2018
S/040581
onsite
AS1289.1.2.1 - cl6.4
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
S/040582 S/040583
Lot Number : 1348 1351 1353 1355
RL:19.2 RL:19.6 RL:19.7 RL:19.8
Sample Number : S/040580
-
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 15/11/2018 15/11/2018 15/11/2018 15/11/2018
Material Type : General fill General fill General fill General fill General fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 3.5% n = 5 k = 0.828
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
-
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 25/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 19/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 1
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667
Base Laboratory Site Number - 19667 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly - Signatory
Field Wet Density (t/m3) : 1.99 1.94 2.01 1.93 1.92
Density Test Results
Wet Density Ratio : 100.5% 98.0% 102.5% 98.0% 96.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 96.9% CV(max) = 101.1% Mean = 99.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Variation from OMC : 0.0% Wet of OMC
20.5%
Moisture Specification : - - - - -
0.0% Wet of OMC At OMC At OMC 0.0% Dry of OMC
Field Moisture Content : 17.0% 17.5% 19.0% 15.5%
Moisture Test Results :
ADJ Moisture Variation : - - - - -
ADJ PCWD (t/m3) : - - - -
Soil Description :
-
Moisture Variation : 0.0% 0.0% 0.0% 0.0% 0.0%
PCWD (t/m3) : 1.98 1.97 1.97 1.97 1.99
MDR Test Results
S/040770 S/040771 S/040772 S/040773 S/040774
Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown
MDR Test Date : 19/11/2018 19/11/2018 19/11/2018 19/11/2018 19/11/2018
MDR Sample Number :
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
17.5
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 504881 E: 504894 E: 504921 E: 504954 E: 504983
Location 2 : N: 7042437 N: 7042438 N: 704244 N: 704245 N: 7042443
Location 4 : - - - - -
Location 3 :
-
Time : 12:40 12:45 12:50 12:55 13:00
S/040774
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
On Site On Site On Site On Site
16/11/2018
S/040771
On Site
AS1289.1.2.1 - cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
S/040772 S/040773
Lot Number : - - - -
R.L: 18.0 R.L: 17.8 R.L: 17.6 R.L: 17.8
Sample Number : S/040770
-
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 16/11/2018 16/11/2018 16/11/2018 16/11/2018
Material Type : General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.5% n = 5 k = 0.828
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
-
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 26/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 20/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 1
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 27/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 3/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 3 of 3
Location : Glenview
‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 20/11/2018 20/11/2018 20/11/2018
Material Type : Sewer Trench Fill Sewer Trench Fill Sewer Trench Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.2% n = 13 k = 0.877
S/040942
Lot Number : ‐ ‐ ‐
3m off 4/5 3m off E/15 3m off 6/8
Sample Number : S/040940
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite
S/040941
Test / Layer Depths : 150 / 150 150 / 150 150 / 150
Material Source :
Time : 11:52 11:59 12:09
Location 1 : Trafficable ITP 3 Trafficable ITP 5 Trafficable ITP 4
Location 2 : 4/5 to E/13 J2/8 to E/15 6/8 to E/19
Location 4 :0.2 Metres below
Subgrade Finish Level
0.2 Metres below
Subgrade Finish Level
0.2 Metres below
Subgrade Finish Level
Location 3 :
Oversize Wet : ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm
MDR Test Date : 22/11/2018 22/11/2018 22/11/2018
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No
S/040940 S/040941 S/040942
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐
Soil Description :
Moisture Variation : 3.0% 2.5% 2.0%
PCWD (t/m3) : 1.81 1.85 1.94
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐
Variation from OMC : 3.0% Dry of OMC
Moisture Specification : ‐ ‐ ‐
2.5% Dry of OMC 2.0% Dry of OMC
Field Moisture Content : 25.5% 27.5% 24.5%
Density Specification : 100% 100% 100%
Moisture Ratio : N/A N/A N/A
Wet Density Ratio : 101.5% 102.0% 102.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.0% CV(max) = 101.9% Mean = 100.0%
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.84 1.88 1.99
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - Testing Protest Engineering Accreditation Number - 19667 Base Laboratory Site Number - 22838 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner - Signatory
Field Wet Density (t/m3) : 2.04 2.02 2.09 2.10 1.96
98%
2.07
Density Test Results
Wet Density Ratio : 102.5% 100.0% 99.5% 101.5% 100.0% 100.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 98.9% CV(max) = 102.3% Mean = 100.6%
Density Specification : 98% 98% 98% 98% 98%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.5% Wet of OMC
22.5% 14.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 0.5% Wet of OMC 1.0% Wet of OMC 0.0% Wet of OMC
±2% of OMC
Field Moisture Content : 24.5% 23.0% 18.0% 22.5%
0.5% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : - - - - -
-0.5%
ADJ PCWD (t/m3) : - - - -
-
Soil Description :
- -
Moisture Variation : -0.5% 0.5% -0.5% -1.0% 0.0%
PCWD (t/m3) : 1.99 2.01 2.10 2.08 1.96 2.06
MDR Test Results
S/041237S/041232 S/041233 S/041234 S/041235 S/041236
Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown
MDR Test Date : 23/11/2018 23/11/2018 23/11/2018 23/11/2018 23/11/2018 23/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
RL:17.4
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 5014.2
N: 2720.7
RL:17.2
Location 1 : E: 4846.1 E:4875.3 E:4906.5 E:4941.6 E:4962.0
Location 2 : N: 2707.4 N:2712.5 N:2712.1 N:2715.9 N:2717.9
Location 4 : - - - - - -
Location 3 :
- -
Time : 09:15 09:24 09:32 09:40 09:50 09:59
S/041236
250 / 250
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
22/11/2018 22/11/2018
S/041233
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 250 / 250 250 / 250 250 / 250 250 / 250 250 / 250
Material Source :
S/041234 S/041235
Lot Number : - - - -
RL:17.9 RL: 17.8 RL: 17.7 RL:17.6
Sample Number : S/041232
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041237
Date Tested : 22/11/2018 22/11/2018 22/11/2018 22/11/2018
Onsite
Material Type : General fill General fill General fill General fill General fill General fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.0% n = 12 k = 0.863
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 28/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 28/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 2
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - Testing Protest Engineering Accreditation Number - 19667 Base Laboratory Site Number - 22838 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 28/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 28/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
- -
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041262
Date Tested : 22/11/2018 22/11/2018 22/11/2018 22/11/2018
Onsite
Material Type : General fill General fill General fill General fill General fill General fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.0% n = 12 k = 0.863
S/041259 S/041260
Lot Number : - - - -
RL:17.8 RL: 17.8 RL: 17.6 RL:17.4
Sample Number : S/041257 S/041261
250 / 250
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
22/11/2018 22/11/2018
S/041258
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 250 / 250 250 / 250 250 / 250 250 / 250 250 / 250
Material Source :
- -
Time : 12:35 12:43 12:53 13:01 13:12 13:21
E:5007.6
N:2748.4
RL:17.3
Location 1 : E:4847.0 E: 4897.7 E: 4931.3 E: 4962.1 E:4983.9
Location 2 : N:2736.4 N: 2714.8 N: 2743.6 N: 2745.5 N:2747.0
Location 4 : - - - - - -
Location 3 : RL:17.3
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 23/11/2018 23/11/2018 23/11/2018 23/11/2018 23/11/2018 23/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/041262S/041257 S/041258 S/041259 S/041260 S/041261
Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown
2.04
MDR Test Results
0.5%
ADJ PCWD (t/m3) : - - - -
-
Soil Description :
- -
Moisture Variation : -0.5% -3.0% 1.0% -2.0% -2.5%
PCWD (t/m3) : 1.97 1.99 1.91 1.99 2.06
Moisture Test Results :
ADJ Moisture Variation : - - - - -
N/A
Variation from OMC : 0.5% Wet of OMC
23.5% 17.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
3.0% Wet of OMC 1.0% Dry of OMC 2.0% Wet of OMC 2.5% Wet of OMC
±2% of OMC
Field Moisture Content : 24.0% 25.0% 23.0% 23.5%
0.5% Dry of OMC
Density Specification : 98% 98% 98% 98% 98%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 101.0% 102.5% 103.0% 101.0% 95.5% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 98.9% CV(max) = 102.3% Mean = 100.6%
APPROVED SIGNATORY
Joshua Turner - Signatory
Field Wet Density (t/m3) : 1.99 2.04 1.96 2.02 1.97
98%
2.05
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - Testing Protest Engineering Accreditation Number - 19667 Base Laboratory Site Number - 22838 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner - Signatory
Field Wet Density (t/m3) : 1.97 2.03 1.97 1.86 1.96
95%
1.96
Density Test Results
Wet Density Ratio : 101.0% 99.0% 101.5% 98.0% 102.0% 100.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 99.1% CV(max) = 101.6% Mean = 100.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.0% Dry of OMC
24.0% 24.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 0.5% Dry of OMC 1.0% Dry of OMC 0.5% Dry of OMC
±2% of OMC
Field Moisture Content : 22.0% 13.5% 22.5% 24.5%
1.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : - - - - -
1.5%
ADJ PCWD (t/m3) : - - - -
-
Soil Description :
- -
Moisture Variation : 1.0% 1.0% 0.5% 1.0% 0.5%
PCWD (t/m3) : 1.95 2.05 1.94 1.90 1.92 1.95
MDR Test Results
S/040892S/040887 S/040888 S/040889 S/040890 S/040891
Sandy Clay - Dark Brown
Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown
MDR Test Date : 20/11/2018 20/11/2018 20/11/2018 20/11/2018 20/11/2018 20/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
RL: 19.7
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 4893.8
N: 2440.8
RL: 20.1
Location 1 : E: 4974.4 E: 5001.8 E: 5030.1 E: 4956.1 E: 4928.9
Location 2 : N: 2430.8 N: 2430.6 N: 2414.4 N: 2449.3 N: 2449.2
Location 4 : - - - - - -
Location 3 :
Block 1307 Block 1304
Time : 14:54 14:59 15:03 15:09 15:14 15:18
S/040891
150 / 175
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
19/11/2018 19/11/2018
S/040888
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
S/040889 S/040890
Lot Number : Block 1320 Block 1318 Block 1315 Block 1308
RL: 19.3 RL: 19.4 RL: 19.1 RL: 19.5
Sample Number : S/040887
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/040892
Date Tested : 19/11/2018 19/11/2018 19/11/2018 19/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.5% n = 6 k = 0.828
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 29/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 30/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 1
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - Testing Protest Engineering Accreditation Number - 19667 Base Laboratory Site Number - 22838 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner - Signatory
Field Wet Density (t/m3) : 1.93 1.92 1.95 1.96 2.01
95%
1.95
Density Test Results
Wet Density Ratio : 101.0% 101.5% 100.5% 99.0% 98.0% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 98.2% CV(max) = 101.0% Mean = 99.6%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.0% Dry of OMC
13.5% 24.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 0.0% Dry of OMC 0.5% Dry of OMC 1.0% Dry of OMC
±2% of OMC
Field Moisture Content : 19.0% 24.0% 22.5% 19.0%
0.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : - - - - -
0.5%
ADJ PCWD (t/m3) : - - - -
-
Soil Description :
- -
Moisture Variation : 1.0% 1.0% 0.0% 0.5% 1.0%
PCWD (t/m3) : 1.90 1.89 1.94 1.98 2.05 2.00
MDR Test Results
S/040784S/040779 S/040780 S/040781 S/040782 S/040783
Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown
MDR Test Date : 20/11/2018 20/11/2018 20/11/2018 20/11/2018 20/11/2018 20/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
RL: 19.2
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 5049.4
N: 2413.9
RL: 18.6
Location 1 : E: 4884.1 E: 4910.6 E: 4941.0 E: 4966.2 E: 4992.0
Location 2 : N: 2402.4 N: 2404.1 N: 2405.6 N: 2406.7 N: 2406.7
Location 4 : - - - - - -
Location 3 :
Block 1290 Block 1286
Time : 08:25 08:29 08:36 08:41 08:45 08:49
S/040783
150 / 175
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
17/11/2018 17/11/2018
S/040780
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
S/040781 S/040782
Lot Number : Block 1298 Block 1296 Block 1294 Block 1292
RL: 19.8 RL: 19.7 RL: 19.5 RL: 19.2
Sample Number : S/040779
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/040784
Date Tested : 17/11/2018 17/11/2018 17/11/2018 17/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.7% n = 6 k = 0.828
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 30/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 30/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 1
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - Testing Protest Engineering Accreditation Number - 19667 Base Laboratory Site Number - 22838 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner - Signatory
Field Wet Density (t/m3) : 1.89 1.94 1.98 1.94 1.95
95%
1.95
Density Test Results
Wet Density Ratio : 102.5% 103.5% 102.5% 99.5% 99.5% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 99.8% CV(max) = 102.7% Mean = 101.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
24.5% 22.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 1.5% Dry of OMC 1.0% Wet of OMC 1.5% Wet of OMC
±2% of OMC
Field Moisture Content : 24.0% 23.5% 21.0% 24.5%
0.5% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : - - - - -
-0.5%
ADJ PCWD (t/m3) : - - - -
-
Soil Description :
- -
Moisture Variation : 2.0% 2.5% 1.5% -1.0% -1.5%
PCWD (t/m3) : 1.84 1.87 1.93 1.95 1.96 1.95
MDR Test Results
S/040995S/040990 S/040991 S/040992 S/040993 S/040994
Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown
MDR Test Date : 22/11/2018 22/11/2018 22/11/2018 22/11/2018 22/11/2018 22/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
R.L: 18.4
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 4886.869
N: 2662.724
R.L: 18.2
Location 1 : E: 5011.111 E: 4989.543 E: 4965.778 E: 4939.739 E: 4922.287
Location 2 : N: 2654.869 N: 2653.894 N: 2652.810 N: 2655.046 N: 2654.469
Location 4 : - - - - - -
Location 3 :
- -
Time : 13:45 13:49 13:50 13:55 13:59 14:03
S/040994
150 / 150
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
20/11/2018 20/11/2018
S/040991
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/040992 S/040993
Lot Number : - - - -
R.L: 17.7 R.L: 17.9 R.L: 18.1 R.L: 18.2
Sample Number : S/040990
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/040995
Date Tested : 20/11/2018 20/11/2018 20/11/2018 20/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.8% n = 6 k = 0.828
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 31/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 30/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 1
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - Testing Protest Engineering Accreditation Number - 19667 Base Laboratory Site Number - 22838 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 32/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 28/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 2
Location : Glenview
- -
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041075
Date Tested : 21/11/2018 21/11/2018 21/11/2018 21/11/2018
Onsite
Material Type : General fill General fill General fill General fill General fill General fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.9% n = 12 k = 0.863
S/041072 S/041073
Lot Number : - - - -
RL: 18.8 RL: 18.27 RL: 18.7 RL:18.2
Sample Number : S/041070 S/041074
250 / 300
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
21/11/2018 21/11/2018
S/041071
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 250 / 300 250 / 300 250 / 300 250 / 300 250 / 300
Material Source :
- -
Time : 09:19 09:27 09:35 09:43 09:51 10:01
E: 4992.5
N: 2653.8
RL:17.9
Location 1 : E: 4857.6 E:4883.0 E:4882.3 E:4937.5 E:4962.9
Location 2 : N: 2660.3 N:2662.6 N:2644.6 N:2655.1 N:2662.9
Location 4 : - - - - - -
Location 3 : RL:18.2
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 22/11/2018 22/11/2018 22/11/2018 22/11/2018 22/11/2018 22/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/041075S/041070 S/041071 S/041072 S/041073 S/041074
Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown
1.92
MDR Test Results
-1.5%
ADJ PCWD (t/m3) : - - - -
-
Soil Description :
- -
Moisture Variation : 1.5% 0.0% -0.5% 1.0% -1.0%
PCWD (t/m3) : 1.95 1.96 1.96 1.93 1.94
Moisture Test Results :
ADJ Moisture Variation : - - - - -
N/A
Variation from OMC : 1.5% Dry of OMC
25.0% 26.5%
Moisture Specification : - - - - -
0.0% Wet of OMC 0.5% Wet of OMC 1.0% Dry of OMC 1.0% Wet of OMC
-
Field Moisture Content : 24.5% 22.5% 22.5% 21.0%
1.5% Wet of OMC
Density Specification : 98% 98% 98% 98% 98%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 100.5% 102.0% 102.0% 100.5% 103.0% 104.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 100.2% CV(max) = 103.4% Mean = 101.8%
APPROVED SIGNATORY
Joshua Turner - Signatory
Field Wet Density (t/m3) : 1.96 2.00 1.99 1.94 1.99
98%
2.00
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - Testing Protest Engineering Accreditation Number - 19667 Base Laboratory Site Number - 22838 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 32/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 28/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
- -
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041081
Date Tested : 21/11/2018 21/11/2018 21/11/2018 21/11/2018
Onsite
Material Type : General fill General fill General fill General fill General fill General fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 1.9% n = 12 k = 0.863
S/041078 S/041079
Lot Number : - - - -
RL:18.9 RL: 19.0 RL: 19.1 RL:19.1
Sample Number : S/041076 S/041080
250 / 300
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
21/11/2018 21/11/2018
S/041077
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 250 / 300 250 / 300 250 / 300 250 / 300 250 / 300
Material Source :
- -
Time : 12:52 13:01 13:13 13:22 13:32 13:41
E:4855.2
N:2631.6
RL:19.1
Location 1 : E: 4895.2 E:4896.7 E: 4880.9 E: 4878.0 E:4858.5
Location 2 : N:2619.9 N: 2636.4 N: 2636.3 N: 2619.8 N:2617.29
Location 4 : - - - - - -
Location 3 : RL:19.1
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 22/11/2018 22/11/2018 22/11/2018 22/11/2018 22/11/2018 22/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/041081S/041076 S/041077 S/041078 S/041079 S/041080
Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown
1.95
MDR Test Results
-1.0%
ADJ PCWD (t/m3) : - - - -
-
Soil Description :
- -
Moisture Variation : 0.5% 0.5% 0.5% 0.0% 0.0%
PCWD (t/m3) : 1.96 1.94 1.91 1.93 1.91
Moisture Test Results :
ADJ Moisture Variation : - - - - -
N/A
Variation from OMC : 0.5% Dry of OMC
22.0% 26.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 0.5% Dry of OMC At OMC 0.0% Wet of OMC
±2% of OMC
Field Moisture Content : 21.5% 25.5% 20.0% 27.0%
1.0% Wet of OMC
Density Specification : 98% 98% 98% 98% 98%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 104.0% 99.0% 103.0% 99.5% 103.5% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 100.2% CV(max) = 103.4% Mean = 101.8%
APPROVED SIGNATORY
Joshua Turner - Signatory
Field Wet Density (t/m3) : 2.04 1.92 1.96 1.92 1.98
98%
1.95
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - Testing Protest Engineering Accreditation Number - 19667 Base Laboratory Site Number - 22838 - Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner - Signatory
Field Wet Density (t/m3) : 2.02 1.99 1.96 1.97 1.96
95%
1.97
Density Test Results
Wet Density Ratio : 102.5% 105.0% 101.5% 104.5% 106.0% 103.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 99.3% CV(max) = 103.9% Mean = 101.6%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.5% Dry of OMC
25.5% 25.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 0.0% Dry of OMC 0.5% Dry of OMC 1.0% Dry of OMC
±2% of OMC
Field Moisture Content : 22.5% 23.5% 24.0% 24.0%
0.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : - - - - -
0.5%
ADJ PCWD (t/m3) : - - - -
-
Soil Description :
- -
Moisture Variation : 0.5% 2.5% 0.0% 0.5% 1.0%
PCWD (t/m3) : 1.97 1.89 1.93 1.89 1.84 1.91
MDR Test Results
S/041301S/041296 S/041297 S/041298 S/041299 S/041300
Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown Sandy Clay - Brown
MDR Test Date : 26/11/2018 26/11/2018 26/11/2018 26/11/2018 26/11/2018 26/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
RL: 17.4
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 5012.4
N:2740.9
RL: 17.3
Location 1 : E: 4842.7 E: 4872.2 E: 4906.9 E: 4937.7 E: 4983.7
Location 2 : N:2730.5 N:2733.1 N:2734.8 N:2737.0 N:2739.5
Location 4 : - - - - - -
Location 3 :
- -
Time : 09:15 09:24 09:33 09:44 09:52 10:01
S/041300
250 / 250
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
23/11/2018 23/11/2018
S/041297
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 250 / 250 250 / 250 250 / 250 250 / 250 250 / 250
Material Source :
S/041298 S/041299
Lot Number : - - - -
RL: 17.9 RL: 18.0 RL: 18.0 RL: 17.8
Sample Number : S/041296
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041301
Date Tested : 23/11/2018 23/11/2018 23/11/2018 23/11/2018
Onsite
Material Type : General fill General fill General fill General fill General fill General fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.6% n = 12 k = 0.863
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 35/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 29/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 1 of 2
Location : Glenview
- -
Accredited for Compliance with ISO/ IEC 17025 - Testing Protest Engineering Accreditation Number - 19667 Base Laboratory Site Number - 22838 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 35/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 29/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 2
Location : Glenview
- -
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041336
Date Tested : 23/11/2018 23/11/2018 23/11/2018 23/11/2018
Onsite
Material Type : General fill General fill General fill General fill General fill General fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 2.6% n = 12 k = 0.863
S/041332 S/041334
Lot Number : - - - -
RL: 18.3 RL: 18.4 RL: 18.2 RL: 18.1
Sample Number : S/041328 S/041335
250 / 250
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
23/11/2018 23/11/2018
S/041330
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 250 / 250 250 / 250 250 / 250 250 / 250 250 / 250
Material Source :
- -
Time : 12:45 12:53 13:01 13:10 13:20 13:28
E: 5005.8
N:2712.4
RL: 17.6
Location 1 : E: 4842.5 E: 4868.8 E: 4897.4 E: 4926.4 E: 4966.9
Location 2 : N:2703.2 N:2705.6 N2707.2 N:2708.3 N:2710.5
Location 4 : - - - - - -
Location 3 : RL: 17.8
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 26/11/2018 26/11/2018 26/11/2018 26/11/2018 26/11/2018 26/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/041336S/041328 S/041330 S/041332 S/041334 S/041335
Sandy Clay - Red/White
Sandy Clay - Red/White
Sandy Clay - BrownSandy Clay - Red/White
Sandy Clay - Red/White
Sandy Clay - Brown
1.97
MDR Test Results
0.0%
ADJ PCWD (t/m3) : - - - -
-
Soil Description :
- -
Moisture Variation : 0.0% -0.5% -1.0% -2.0% -0.5%
PCWD (t/m3) : 1.95 1.97 1.94 1.97 1.97
Moisture Test Results :
ADJ Moisture Variation : - - - - -
N/A
Variation from OMC : 0.0% Dry of OMC
23.0% 20.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 1.0% Wet of OMC 2.0% Wet of OMC 0.5% Wet of OMC
±2% of OMC
Field Moisture Content : 22.5% 23.5% 24.5% 25.5%
0.0% Wet of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 101.0% 99.0% 99.0% 100.0% 99.5% 98.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 99.3% CV(max) = 103.9% Mean = 101.6%
APPROVED SIGNATORY
Joshua Turner - Signatory
Field Wet Density (t/m3) : 1.97 1.95 1.92 1.96 1.95
95%
1.93
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.95 2.05 2.01 1.99 1.92
95%
1.98
Density Test Results
Wet Density Ratio : 104.5% 108.5% 110.0% 100.5% 100.0% 103.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.0% CV(max) = 107.8% Mean = 104.4%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.0% Dry of OMC
24.0% 22.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 0.5% Wet of OMC 0.5% Dry of OMC 0.5% Wet of OMC
±2% of OMC
Field Moisture Content : 23.5% 21.5% 20.5% 16.5%
0.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% 1.0% ‐0.5% 0.5% ‐0.5%
PCWD (t/m3) : 1.86 1.89 1.82 1.98 1.93 1.92
MDR Test Results
S/041526S/041521 S/041522 S/041523 S/041524 S/041525
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
MDR Test Date : 26/11/2018 26/11/2018 26/11/2018 26/11/2018 26/11/2018 26/11/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
RL: 18.3
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 4922.3
N: 2704.9
RL: 18.3
Location 1 : E: 5011.4 E: 5001.3 E: 4962.8 E: 4958.7 E: 4925.0
Location 2 : N: 2709.4 N: 2699.7 N: 2705.3 N: 2696.5 N: 2695.6
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:25 09:36 09:45 09:55 10:04 10:15
S/041525
250 / 250
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
24/11/2018 24/11/2018
S/041522
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 250 / 250 250 / 250 250 / 250 250 / 250 250 / 250
Material Source :
S/041523 S/041524
Lot Number : ‐ ‐ ‐ ‐
RL: 17.8 RL: 17.7 RL: 18.1 RL: 18.0
Sample Number : S/041521
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041526
Date Tested : 24/11/2018 24/11/2018 24/11/2018 24/11/2018
Onsite
Material Type : General fill General fill General fill General fill General fill General fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 4.1% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 36/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 - Testing Protest Engineering Accreditation Number - 19667 Base Laboratory Site Number - 22838 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 37/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 30/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 2 of 3
Location : Glenview
- -
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041624
Date Tested : 26/11/2018 26/11/2018 26/11/2018 26/11/2018
Onsite
Material Type : Stormwater Trench Fill Stormwater Trench Fill Stormwater Trench Fill Stormwater Trench Fill Stormwater Trench Fill Stormwater Trench Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 4.2% n = 6 k = 0.828
S/041621 S/041622
Lot Number : - - - -
6m Off 16/2 32m Off 16/2 4m Off 1/29 3m Off 15/2
Sample Number : S/041619 S/041623
150 / 175
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
26/11/2018 26/11/2018
S/041620
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
- -
Time : 13:11 13:17 13:24 13:29 13:34 13:38
ITP 16
2/30 to 1/30
5m Off 1/30
Location 1 : ITP 19 ITP 18 ITP 17 ITP 15 ITP 14
Location 2 : 16/2 to 15/2 16/2 to 15/2 1/29 to 2/29 15/2 to 14/2 15/2 to 14/2
Location 4 :0.4 Meters Above
Pipe0.4 Meters Above
Pipe0.4 Meters Above
Pipe0.4 Meters Above
Pipe0.4 Meters Above
Pipe0.4 Meters Above
Pipe
Location 3 : 42m Off 15/2
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 27/11/2018 27/11/2018 27/11/2018 27/11/2018 27/11/2018 27/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/041624S/041619 S/041620 S/041621 S/041622 S/041623
Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown
1.83
MDR Test Results
2.0%
ADJ PCWD (t/m3) : - - - -
-
Soil Description :
- -
Moisture Variation : 3.0% 3.5% 3.0% 2.5% 3.0%
PCWD (t/m3) : 1.90 1.77 1.88 2.01 1.98
Moisture Test Results :
ADJ Moisture Variation : - - - - -
N/A
Variation from OMC : 3.0% Dry of OMC
12.5% 12.5%
Moisture Specification : - - - - -
3.5% Dry of OMC 3.0% Dry of OMC 2.5% Dry of OMC 3.0% Dry of OMC
-
Field Moisture Content : 18.5% 15.0% 17.5% 11.5%
2.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 99.5% 106.5% 102.0% 96.0% 97.5% 105.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 97.6% CV(max) = 104.5% Mean = 101.1%
APPROVED SIGNATORY
Joshua Turner - Signatory
Field Wet Density (t/m3) : 1.89 1.89 1.91 1.93 1.93
95%
1.92
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 - Testing Protest Engineering Accreditation Number - 19667 Base Laboratory Site Number - 22838 - Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
- -
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 - 37/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 30/11/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : -
Project Number : PTP/01303Page 3 of 3
Location : Glenview
- -
- -
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041630
Date Tested : 26/11/2018 26/11/2018 26/11/2018 26/11/2018
Onsite
Material Type : Stormwater Trench Fill Stormwater Trench Fill Stormwater Trench Fill Stormwater Trench Fill Stormwater Trench Fill Stormwater Trench Fill
Oversize Density - Dry (t/m³) : - -
Std. Dev. = 3.2% n = 18 k = 0.946
S/041627 S/041628
Lot Number : - - - -
15m Off 15/1 16m Off 15/1 3m Off 14/1 5m Off 14/1
Sample Number : S/041625 S/041629
150 / 175
Sampling Method : AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Onsite Onsite Onsite Onsite
26/11/2018 26/11/2018
S/041626
Onsite
AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
- -
Time : 13:41 13:46 13:52 13:57 14:07 14:13
ITP 27
14/1 to 13/1
31m Off 14/1
Location 1 : ITP 25 ITP 25 ITP 26 ITP 26 ITP 27
Location 2 : 15/1 to 14/1 15/1 to 14/1 15/1 to 14/1 15/1 to 14/1 14/1 to 13/1
Location 4 :0.4 Meters Above
Pipe0.4 Meters Above
Pipe0.4 Meters Above
Pipe0.4 Meters Above
Pipe0.4 Meters Above
Pipe0.4 Meters Above
Pipe
Location 3 : 30m Off 14/1
Oversize Wet : - - - - -
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 27/11/2018 27/11/2018 27/11/2018 27/11/2018 27/11/2018 27/11/2018
MDR Sample Number :
< 19mm
-
Oversize Dry : - - - - -
Assigned MDR (Yes/No) : No No No No No
-
No
S/041630S/041625 S/041626 S/041627 S/041628 S/041629
Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown Silty Clay - Brown
1.97
MDR Test Results
2.0%
ADJ PCWD (t/m3) : - - - -
-
Soil Description :
- -
Moisture Variation : 1.0% 2.0% 2.0% 2.5% 2.5%
PCWD (t/m3) : 2.00 1.92 2.01 1.94 1.99
Moisture Test Results :
ADJ Moisture Variation : - - - - -
N/A
Variation from OMC : 1.0% Dry of OMC
14.0% 15.5%
Moisture Specification : - - - - -
2.0% Dry of OMC 2.0% Dry of OMC 2.5% Dry of OMC 2.5% Dry of OMC
-
Field Moisture Content : 18.0% 16.5% 13.0% 16.5%
2.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 95.0% 97.0% 99.5% 97.5% 98.5% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : - - - -
Remarks : -
CV(min) = 96.0% CV(max) = 102.1% Mean = 99.0%
APPROVED SIGNATORY
Joshua Turner - Signatory
Field Wet Density (t/m3) : 1.90 1.86 2.00 1.89 1.96
95%
1.90
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 38/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 3
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041642
Date Tested : 26/11/2018 26/11/2018 26/11/2018 26/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.6% n = 6 k = 0.828
S/041639 S/041640
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.59 R.L: 17.61 R.L: 17.64 R.L: 17.60
Sample Number : S/041637 S/041641
150 / 175
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
26/11/2018 26/11/2018
S/041638
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
‐ ‐
Time : 13:30 13:35 13:40 13:45 13:50 13:55
E: 504901
N:7042802
R.L: 17.68
Location 1 : E: 504995 E: 505007 E: 504976 E: 504945 E: 504927
Location 2 : N: 7042780 N: 7042791 N: 7042805 N:7042806 N:7042805
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 17.77
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 27/11/2018 27/11/2018 27/11/2018 27/11/2018 27/11/2018 27/11/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/041642S/041637 S/041638 S/041639 S/041640 S/041641
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
1.83
MDR Test Results
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.5% 3.0% 1.5% 0.0% 2.0%
PCWD (t/m3) : 1.85 1.86 1.96 1.91 1.93
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.5% Dry of OMC
19.0% 9.5%
Moisture Specification : ‐ ‐ ‐ ‐ ‐
3.0% Dry of OMC 1.5% Dry of OMC 0.0% Dry of OMC 2.0% Dry of OMC
‐
Field Moisture Content : 18.0% 22.0% 21.0% 23.0%
2.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 104.0% 106.5% 105.0% 102.0% 106.0% 104.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 103.3% CV(max) = 106.0% Mean = 104.7%
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.92 1.98 2.06 1.95 2.05
95%
1.91
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.99 1.95 2.07 2.04 2.06
95%
2.04
Density Test Results
Wet Density Ratio : 106.0% 99.5% 102.5% 102.0% 105.5% 104.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.3% CV(max) = 105.4% Mean = 103.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.5% Wet of OMC
24.0% 22.5%
Moisture Specification : ‐ ‐ ‐ ‐ ‐
0.5% Dry of OMC 0.0% Dry of OMC 0.0% Dry of OMC 0.5% Wet of OMC
‐
Field Moisture Content : 19.5% 21.0% 19.5% 21.5%
0.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐1.5% 0.5% 0.0% 0.0% ‐0.5%
PCWD (t/m3) : 1.88 1.96 2.01 2.00 1.96 1.96
MDR Test Results
S/041636S/041631 S/041632 S/041633 S/041634 S/041635
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 27/11/2018 27/11/2018 27/11/2018 27/11/2018 27/11/2018 27/11/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 17.55
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 504979
N: 7042775
R.L: 17.63
Location 1 : E: 504902 E: 504886 E: 504908 E: 504927 E: 504950
Location 2 : N: 7042758 N: 7042766 N: 7042769 N: 7042772 N: 7042771
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 13:00 13:05 13:10 13:15 13:20 13:25
S/041635
150 / 175
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
1/11/2018 1/11/2018
S/041632
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
S/041633 S/041634
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.73 R.L: 17.64 R.L: 17.68 R.L: 17.60
Sample Number : S/041631
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041636
Date Tested : 1/11/2018 1/11/2018 1/11/2018 1/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.5% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 38/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 3
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 2.07 1.97 2.06 1.92
Density Test Results
Wet Density Ratio : 106.0% 109.5% 106.5% 106.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 105.8% CV(max) = 108.5% Mean = 107.1%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 0.5% Dry of OMC
Moisture Specification : ‐ ‐ ‐ ‐
3.5% Dry of OMC 2.0% Dry of OMC 4.5% Dry of OMC
Field Moisture Content : 19.5% 20.5% 21.0% 20.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 0.5% 3.5% 2.0% 4.5%
PCWD (t/m3) : 1.95 1.80 1.93 1.80
MDR Test Results
S/041643 S/041644 S/041645 S/041646
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 27/11/2018 27/11/2018 27/11/2018 27/11/2018
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 504876 E: 504866 E: 504839 E:504824
Location 2 : N: 7042798 N: 7042797 N: 7042788 N: 7042767
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 14:00 14:05 14:10 14:15
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/041644
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
S/041645 S/041646
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.73 R.L: 17.64 R.L: 17.58 R.L: 17.51
Sample Number : S/041643
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 26/11/2018 26/11/2018 26/11/2018 26/11/2018
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.6% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 38/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 3 of 3
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.91 1.93 1.88 1.91 1.98
95%
2.00
Density Test Results
Wet Density Ratio : 96.5% 97.0% 95.5% 98.0% 102.0% 103.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.1% CV(max) = 101.4% Mean = 98.8%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Wet of OMC
24.5% 25.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Wet of OMC 2.0% Wet of OMC 2.5% Wet of OMC 1.5% Wet of OMC
±2% of OMC
Field Moisture Content : 21.5% 25.0% 27.0% 28.0%
0.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐2.0% ‐1.5% ‐2.0% ‐2.5% ‐1.5%
PCWD (t/m3) : 1.97 1.98 1.96 1.95 1.94 1.94
MDR Test Results
S/041746S/041741 S/041742 S/041743 S/041744 S/041745
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
MDR Test Date : 28/11/2018 28/11/2018 28/11/2018 28/11/2018 28/11/2018 28/11/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 17.2
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 5003.9
N: 2917.7
R.L: 17.0
Location 1 : E: 4835.2 E: 4867.1 E: 4902.8 E: 4948.1 E: 5010.9
Location 2 : N: 2804.8 N: 2805.8 N: 2807.6 N: 2910.2 N: 2912.9
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 13:40 13:47 13:53 13:59 14:02 14:09
S/041745
150 / 175
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
27/11/2018 27/11/2018
S/041742
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
S/041743 S/041744
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.5 R.L: 17.5 R.L: 17.5 R.L: 17.5
Sample Number : S/041741
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041746
Date Tested : 27/11/2018 27/11/2018 27/11/2018 27/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.2% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 41/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 3
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing Protest Engineering Accreditation Number ‐ 19667 Base
Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.94 2.00 1.82 1.83 1.83
95%
1.85
Density Test Results
Wet Density Ratio : 95.0% 97.5% 97.0% 95.5% 95.0% 96.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.1% CV(max) = 96.9% Mean = 96.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.5% Wet of OMC
25.5% 25.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 0.0% Wet of OMC 0.5% Wet of OMC 0.5% Wet of OMC
±2% of OMC
Field Moisture Content : 14.0% 14.0% 25.5% 24.5%
0.5% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
‐0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐0.5% 2.0% 0.0% ‐0.5% ‐0.5%
PCWD (t/m3) : 2.05 2.05 1.88 1.92 1.93 1.92
MDR Test Results
S/041752S/041747 S/041748 S/041749 S/041750 S/041751
Sandy Clay ‐ BrownSandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/White
MDR Test Date : 28/11/2018 28/11/2018 28/11/2018 28/11/2018 28/11/2018 28/11/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 17.7
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 4900.1
N: 2775.8
R.L: 17.6
Location 1 : E: 4954.1 E: 4903.6 E: 4840.7 E: 4840.4 E: 4868.8
Location 2 : N: 2786.4 N: 2784.2 N: 2778.6 N: 2769.9 N: 2771.5
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 14:13 14:18 14:22 14:29 14:33 14:39
S/041751
150 / 175
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
27/11/2018 27/11/2018
S/041748
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
S/041749 S/041750
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.5 R.L: 17.7 R.L: 17.7 R.L: 17.7
Sample Number : S/041747
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041752
Date Tested : 27/11/2018 27/11/2018 27/11/2018 27/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.0% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 41/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 3
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing Protest Engineering Accreditation Number ‐ 19667 Base
Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 41/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 3 of 3
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041758
Date Tested : 27/11/2018 27/11/2018 27/11/2018 27/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.8% n = 6 k = 0.828
S/041755 S/041756
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.5 R.L: 17.5 R.L: 17.4 R.L: 17.4
Sample Number : S/041753 S/041757
150 / 175
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
27/11/2018 27/11/2018
S/041754
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
‐ ‐
Time : 14:43 14:48 14:53 14:59 15:03 15:12
E: 4969.9
N: 2755.6
R.L: 17.4
Location 1 : E: 4930.8 E: 4969.3 E: 4998.2 E: 4961.6 E: 4919.2
Location 2 : N: 2780.8 N: 2780.3 N: 2784.6 N: 2765.4 N: 2761.7
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 17.4
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 28/11/2018 29/11/2018 29/11/2018 28/11/2018 29/11/2018 29/11/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/041758S/041753 S/041754 S/041755 S/041756 S/041757
Silty Clay ‐ Brown Silty Clay ‐ Brown Silty Clay ‐ Brown Silty Clay ‐ Brown Silty Clay ‐ Brown Silty Clay ‐ Brown
2.02
MDR Test Results
2.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐0.5% 0.0% 0.5% 2.0% 2.0%
PCWD (t/m3) : 1.87 1.92 1.86 1.88 2.04
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 0.5% Wet of OMC
20.5% 20.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Dry of OMC 0.5% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 21.5% 23.0% 21.0% 21.5%
2.5% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 106.0% 102.5% 106.5% 105.0% 104.0% 102.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 102.8% CV(max) = 105.9% Mean = 104.3%
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.98 1.97 1.98 1.98 2.12
95%
2.07
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 2.03 2.02 2.03 2.04 1.89
95%
1.94
Density Test Results
Wet Density Ratio : 106.0% 108.5% 108.5% 106.5% 99.0% 101.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.8% CV(max) = 108.2% Mean = 105.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.5% Wet of OMC
21.0% 20.5%
Moisture Specification : ‐ ‐ ‐ ‐ ‐
2.5% Dry of OMC 2.0% Dry of OMC 1.0% Wet of OMC 0.0% Dry of OMC
‐
Field Moisture Content : 22.0% 15.5% 18.0% 17.0%
0.5% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
‐0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐0.5% 2.5% 2.0% ‐1.0% 0.0%
PCWD (t/m3) : 1.91 1.86 1.87 1.91 1.91 1.91
MDR Test Results
S/041959S/041954 S/041955 S/041956 S/041957 S/041958
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
MDR Test Date : 1/12/2018 1/12/2018 1/12/2018 1/12/2018 1/12/2018 1/12/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 18.2
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 4938.1
N: 2763.4
R.L: 18.4
Location 1 : E: 5011.1 E: 5006.6 E: 4970.4 E: 4963.7 E: 4950.9
Location 2 : N: 2783.4 N: 2780.5 N: 2779.1 N: 2771.5 N: 2767.5
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 10:00 10:05 10:10 10:15 10:20 10:25
S/041958
150 / 175
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
29/11/2018 29/11/2018
S/041955
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
S/041956 S/041957
Lot Number : ‐ ‐ ‐ ‐
R.L: 18.1 R.L: 18.0 R.L: 18.2 R.L: 18.3
Sample Number : S/041954
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041959
Date Tested : 29/11/2018 29/11/2018 29/11/2018 29/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.9% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 45/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 4
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.98 1.93 1.97 1.98 1.95
95%
1.94
Density Test Results
Wet Density Ratio : 103.5% 101.0% 102.5% 104.0% 101.5% 102.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.6% CV(max) = 103.4% Mean = 102.5%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
15.5% 15.0%
Moisture Specification : ‐ ‐ ‐ ‐ ‐
1.5% Dry of OMC 3.0% Dry of OMC 2.0% Dry of OMC 2.5% Dry of OMC
‐
Field Moisture Content : 21.5% 19.5% 14.5% 19.0%
2.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 1.5% 3.0% 2.0% 2.5%
PCWD (t/m3) : 1.91 1.91 1.92 1.91 1.92 1.89
MDR Test Results
S/041965S/041960 S/041961 S/041962 S/041963 S/041964
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
MDR Test Date : 1/12/2018 1/12/2018 1/12/2018 1/12/2018 1/12/2018 1/12/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 18.4
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 4860.9
N: 2768.5
R.L: 18.5
Location 1 : E: 4927.9 E: 4916.2 E: 4904.2 E: 4893.6 E: 4878.1
Location 2 : N: 2775.6 N: 2768.5 N: 2762.2 N: 2771.0 N: 2771.3
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 10:30 10:35 10:40 10:45 10:50 10:55
S/041964
150 / 175
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
29/11/2018 29/11/2018
S/041961
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
S/041962 S/041963
Lot Number : ‐ ‐ ‐ ‐
R.L: 18.4 R.L: 18.4 R.L: 18.4 R.L: 18.5
Sample Number : S/041960
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041965
Date Tested : 29/11/2018 29/11/2018 29/11/2018 29/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.1% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 45/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 4
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.93 2.04 1.91 2.04 2.04
95%
2.01
Density Test Results
Wet Density Ratio : 103.0% 109.0% 105.0% 109.5% 108.0% 106.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 104.8% CV(max) = 108.9% Mean = 106.8%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.5% Wet of OMC
16.5% 17.0%
Moisture Specification : ‐ ‐ ‐ ‐ ‐
0.0% Wet of OMC 1.5% Dry of OMC 3.5% Dry of OMC 1.5% Dry of OMC
‐
Field Moisture Content : 12.5% 19.5% 18.0% 18.0%
3.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
3.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐0.5% 0.0% 1.5% 3.5% 1.5%
PCWD (t/m3) : 1.87 1.87 1.82 1.87 1.88 1.89
MDR Test Results
S/041971S/041966 S/041967 S/041968 S/041969 S/041970
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 1/12/2018 1/12/2018 1/12/2018 1/12/2018 1/12/2018 1/12/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 18.7
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 4832.0
N: 2706.5
R.L: 18.5
Location 1 : E: 4855.9 E: 4846.5 E: 4840.1 E: 4836.7 E: 4835.5
Location 2 : N: 2760.1 N: 2765.5 N: 2771.4 N: 2767.3 N: 2721.4
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 11:00 11:05 11:10 11:15 11:20 11:25
S/041970
150 / 175
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
29/11/2018 29/11/2018
S/041967
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
S/041968 S/041969
Lot Number : ‐ ‐ ‐ ‐
R.L: 18.7 R.L: 18.6 R.L: 18.6 R.L: 18.6
Sample Number : S/041966
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041971
Date Tested : 29/11/2018 29/11/2018 29/11/2018 29/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.5% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 45/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 3 of 4
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 45/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 4 of 4
Location : Glenview
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 29/11/2018 29/11/2018
Material Type : General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.4% n = 2 k = 0.828
Lot Number : ‐ ‐
R.L: 18.4 R.L: 18.4
Sample Number : S/041972
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite
S/041973
Test / Layer Depths : 150 / 175 150 / 175
Material Source :
Time : 11:30 11:35
Location 1 : E: 4829.8 E: 4826.3
Location 2 : N: 2761.4 N: 2753.3
Location 4 : ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐
Test Fraction (mm) : < 19mm < 19mm
MDR Test Date : 1/12/2018 1/12/2018
MDR Sample Number :
Oversize Dry : ‐ ‐
Assigned MDR (Yes/No) : No No
S/041972 S/041973
Silty Sandy Clay ‐
Red/White
Silty Sany Clay ‐
Red/White
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐
Soil Description :
Moisture Variation : 2.0% 2.0%
PCWD (t/m3) : 1.97 1.96
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐
Variation from OMC : 2.0% Dry of OMC
Moisture Specification : ‐ ‐
2.0% Dry of OMC
Field Moisture Content : 18.0% 16.0%
Density Specification : 95% 95%
Moisture Ratio : N/A N/A
Wet Density Ratio : 103.5% 105.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐
Remarks : ‐
CV(min) = 103.3% CV(max) = 105.7% Mean = 104.5%
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 2.04 2.07
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 46/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/042178
Date Tested : 30/11/2018 30/11/2018 30/11/2018 30/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.7% n = 8 k = 0.828
S/042175 S/042176
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.2 R.L: 17.3 R.L: 17.2 R.L: 17.2
Sample Number : S/042173 S/042177
125 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
30/11/2018 30/11/2018
S/042174
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
‐ ‐
Time : 12:14 12:22 12:37 12:49 12:55 13:08
E: 4849.8
N: 2863.5
R.L: 17.3
Location 1 : E: 4912.2 E: 4898.6 E: 4890.7 E: 4871.5 E: 4857.5
Location 2 : N: 2880.3 N: 2835.1 N: 2826.2 N: 2841.4 N: 2876.8
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 17.3
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 3/12/2018 3/12/2018 3/12/2018 3/12/2018 3/12/2018 3/12/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/042178S/042173 S/042174 S/042175 S/042176 S/042177
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
1.99
MDR Test Results
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐1.0% 0.5% 0.0% 0.5% 0.5%
PCWD (t/m3) : 2.08 2.13 2.15 2.11 1.99
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 1.0% Wet of OMC
18.0% 21.5%
Moisture Specification : ‐ ‐ ‐ ‐ ‐
0.5% Dry of OMC 0.0% Dry of OMC 0.5% Dry of OMC 0.5% Dry of OMC
‐
Field Moisture Content : 14.0% 13.5% 13.5% 15.0%
At OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 95.5% 97.5% 96.5% 98.5% 100.5% 102.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.1% CV(max) = 101.5% Mean = 99.3%
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.98 2.08 2.08 2.07 2.01
95%
2.02
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 2.04 2.03
Density Test Results
Wet Density Ratio : 102.0% 102.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐
Remarks : ‐
CV(min) = 102.0% CV(max) = 102.0% Mean = 102.0%
Density Specification : 95% 95%
Moisture Ratio : N/A N/A
Variation from OMC : 1.5% Dry of OMC
Moisture Specification : ‐ ‐
1.0% Dry of OMC
Field Moisture Content : 15.5% 16.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐
Soil Description :
Moisture Variation : 1.5% 1.0%
PCWD (t/m3) : 1.99 1.98
MDR Test Results
S/042179 S/042180
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
MDR Test Date : 4/12/2018 4/12/2018
MDR Sample Number :
Oversize Dry : ‐ ‐
Assigned MDR (Yes/No) : No No
Oversize Wet : ‐ ‐
Test Fraction (mm) : < 19mm < 19mm
Location 1 : E: 4840.2 E: 4834.8
Location 2 : N: 2871.2 N: 2874.2
Location 4 : ‐ ‐
Location 3 :
Time : 13:23 13:39
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite
S/042180
Test / Layer Depths : 125 / 150 125 / 150
Material Source :
Lot Number : ‐ ‐
R.L: 17.2 R.L: 17.2
Sample Number : S/042179
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 30/11/2018 30/11/2018
Material Type : General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.0% n = 2 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 46/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 2.07 1.96 1.98 1.99 2.09
95%
2.10
Density Test Results
Wet Density Ratio : 100.0% 102.0% 102.5% 104.5% 101.5% 100.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 100.5% CV(max) = 103.2% Mean = 101.8%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.5% Dry of OMC
18.5% 21.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 0.0% Wet of OMC 2.0% Dry of OMC 3.0% Dry of OMC
±2% of OMC
Field Moisture Content : 17.0% 19.0% 18.5% 18.5%
1.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
1.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.5% 2.0% 0.0% 2.0% 3.0%
PCWD (t/m3) : 2.07 1.92 1.93 1.91 2.05 2.09
MDR Test Results
S/041859S/041854 S/041855 S/041856 S/041857 S/041858
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
MDR Test Date : 29/11/2018 29/11/2018 29/11/2018 29/11/2018 29/11/2018 29/11/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 18.2
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 504930
N: 7042800
R.L: 18.3
Location 1 : E: 505004 E: 505007 E: 504972 E: 504968 E: 504932
Location 2 : N: 7042798 N: 7042804 N: 7042798 N: 7042793 N: 7042808
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 13:00 13:05 13:10 13:15 13:20 13:25
S/041858
150 / 175
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
28/11/2018 28/11/2018
S/041855
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
S/041856 S/041857
Lot Number : ‐ ‐ ‐ ‐
R.L: 18.0 R.L: 18.0 R.L: 18.2 R.L: 18.2
Sample Number : S/041854
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/041859
Date Tested : 28/11/2018 28/11/2018 28/11/2018 28/11/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.6% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 47/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.96 1.95 2.00 2.01
Density Test Results
Wet Density Ratio : 104.5% 104.5% 105.5% 104.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 104.1% CV(max) = 105.1% Mean = 104.6%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 1.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
3.0% Dry of OMC 2.5% Dry of OMC 0.5% Wet of OMC
Field Moisture Content : 19.0% 18.0% 22.0% 21.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 1.5% 3.0% 2.5% ‐0.5%
PCWD (t/m3) : 1.88 1.86 1.89 1.94
MDR Test Results
S/041860 S/041861 S/041862 S/041863
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 29/11/2018 29/11/2018 29/11/2018 29/11/2018
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 504877 E: 504878 E: 504841 E: 504839
Location 2 : N: 7042793 E: 7042805 N: 7042784 N: 7042791
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 13:30 13:35 13:40 13:45
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/041861
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
S/041862 S/041863
Lot Number : ‐ ‐ ‐ ‐
R.L: 18.4 R.L: 18.4 R.L: 18.5 R.L: 18.5
Sample Number : S/041860
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 28/11/2018 28/11/2018 28/11/2018 28/11/2018
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.6% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 48/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 5/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.97 2.04 2.05 2.03 2.00
95%
1.98
Density Test Results
Wet Density Ratio : 93.5% 98.0% 106.5% 104.5% 103.0% 103.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.5% CV(max) = 105.5% Mean = 101.5%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.0% Dry of OMC
14.5% 16.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 2.5% Dry of OMC 3.5% Dry of OMC 3.0% Dry of OMC
±2% of OMC
Field Moisture Content : 14.0% 13.0% 17.0% 16.0%
3.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
3.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.0% 1.0% 2.5% 3.5% 3.0%
PCWD (t/m3) : 2.11 2.07 1.93 1.94 1.95 1.91
MDR Test Results
S/042352S/042347 S/042348 S/042349 S/042350 S/042351
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 4/12/2018 4/12/2018 4/12/2018 5/12/2018 5/12/2018 5/12/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
RL: 16.2
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 5011.6
N: 2916.2
RL: 15.4
Location 1 : E: 5060.8 E: 5051.6 E: 5040.8 E: 4987.2 E: 4996.8
Location 2 : N: 2885.1 N: 2880.3 N: 2876.1 N: 2837.6 N: 2848.6
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:30 09:40 09:45 09:50 10:00 10:05
S/042351
150 / 175
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
1/12/2018 1/12/2018
S/042348
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 175 150 / 175 150 / 175 150 / 175 150 / 175
Material Source :
S/042349 S/042350
Lot Number : ‐ ‐ ‐ ‐
RL: 14.9 RL: 14.9 RL: 15.0 RL: 16.4
Sample Number : S/042347
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/042352
Date Tested : 1/12/2018 1/12/2018 1/12/2018 1/12/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 4.8% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 50/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 6/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 51/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 6/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/042423
Date Tested : 4/12/2018 4/12/2018 4/12/2018 4/12/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 6.1% n = 6 k = 0.828
S/042420 S/042421
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.2 R.L: 17.4 R.L: 17.5 R.L: 17.5
Sample Number : S/042418 S/042422
125 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
4/12/2018 4/12/2018
S/042419
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
‐ ‐
Time : 09:30 09:35 09:40 09:45 09:50 09:55
E: 504834
N: 7042874
R.L: 17.8
Location 1 : E: 504976 E: 504945 E: 504917 E: 504891 E: 504862
Location 2 : N: 7042882 N: 7042884 N: 7042877 N: 7042876 N: 7042878
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 17.7
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 5/12/2018 5/12/2018 5/12/2018 5/12/2018 5/12/2018 5/12/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/042423S/042418 S/042419 S/042420 S/042421 S/042422
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Clayey Sand ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
1.85
MDR Test Results
3.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐0.5% 0.5% 3.0% 3.0% 2.5%
PCWD (t/m3) : 1.87 2.05 1.97 1.92 1.98
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 0.5% Wet of OMC
9.5% 12.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 3.0% Dry of OMC 3.0% Dry of OMC 2.5% Dry of OMC
±2% of OMC
Field Moisture Content : 29.0% 16.0% 10.0% 10.0%
3.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 100.5% 99.5% 96.5% 101.0% 91.5% 110.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 94.8% CV(max) = 104.9% Mean = 99.8%
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.89 2.04 1.90 1.94 1.82
95%
2.04
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 54/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 18/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/042515
Date Tested : 5/12/2018 5/12/2018 5/12/2018 5/12/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.2% n = 6 k = 0.828
S/042512 S/042513
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.0 R.L: 17.2 R.L: 17.3 R.L: 17.5
Sample Number : S/042510 S/042514
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
5/12/2018 5/12/2018
S/042511
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 09:40 09:45 09:50 09:55 10:00 10:05
E: 504873
N: 7042844
R.L: 17.6
Location 1 : E: 504996 E: 504967 E: 504947 E: 504920 E: 504892
Location 2 : N: 7042849 N: 7042843 N: 7042843 N: 7042846 N: 7042849
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 17.6
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 6/12/2018 6/12/2018 6/12/2018 6/12/2018 6/12/2018 6/12/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/042515S/042510 S/042511 S/042512 S/042513 S/042514
Clayey Silty Sand ‐
Brown
Silty Sandy Clay ‐
BrownSilty Sand ‐ Brown
Silty Clay ‐ Dark
Brown
Silty Sandy Clay ‐
Brown
Silty Sandy Clay ‐
Brown
2.02
MDR Test Results
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.5% ‐1.0% 2.5% ‐1.0% 0.0%
PCWD (t/m3) : 1.96 2.03 1.99 2.05 2.10
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.5% Dry of OMC
15.0% 13.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Wet of OMC 2.5% Dry of OMC 1.0% Wet of OMC At OMC
±2% of OMC
Field Moisture Content : 10.0% 17.5% 9.0% 18.5%
0.0% Wet of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 98.0% 95.5% 95.0% 95.0% 95.0% 96.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 94.8% CV(max) = 96.7% Mean = 95.8%
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.92 1.94 1.89 1.94 1.99
95%
1.94
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 2.03 2.01 2.05 1.96 1.98
95%
1.98
Density Test Results
Wet Density Ratio : 96.0% 95.5% 97.5% 98.0% 97.5% 99.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.2% CV(max) = 98.3% Mean = 97.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.5% Dry of OMC
12.0% 17.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Wet of OMC 1.5% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 10.0% 11.0% 10.5% 17.5%
0.0% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.5% ‐1.0% 1.5% 1.5% 2.0%
PCWD (t/m3) : 2.11 2.11 2.10 2.00 2.04 2.00
MDR Test Results
S/042600S/042595 S/042596 S/042597 S/042598 S/042599
Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown
MDR Test Date : 7/12/2018 7/12/2018 7/12/2018 7/12/2018 7/12/2018 7/12/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
N: 7042852
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
Release 10
E: 504864
N: 7042850
Location 1 : Release 10 Release 10 Release 10 Release 10 Release 10
Location 2 : E: 504975 E: 504951 E: 504931 E: 504910 E: 504889
Location 4 : R.L: 17.7 R.L: 17.7 R.L: 17.7 R.L: 17.9 R.L: 18.0 R.L: 18.1
Location 3 :
‐ ‐
Time : 10:00 10:05 10:10 10:15 10:20 13:00
S/042599
125 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
6/12/2018 6/12/2018
S/042596
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
S/042597 S/042598
Lot Number : ‐ ‐ ‐ ‐
N: 7042857 N: 7042856 N: 7042855 N: 7042853
Sample Number : S/042595
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/042600
Date Tested : 6/12/2018 6/12/2018 6/12/2018 6/12/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.3% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 58/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 18/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 58/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 18/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 6/12/2018 6/12/2018 6/12/2018 6/12/2018
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.0% n = 4 k = 0.828
S/042603 S/042604
Lot Number : ‐ ‐ ‐ ‐
N: 7042932 N: 7042919 N: 7042906 N: 7042939
Sample Number : S/042601
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/042602
Test / Layer Depths : 125 / 150 125 / 150 125 / 150 125 / 150
Material Source :
Time : 13:05 13:10 13:15 13:20
Location 1 : Release 10 Release 10 Release 10 Release 10
Location 2 : E: 505027 E: 504999 E: 505011 E: 505041
Location 4 : R.L: 16.5 R.L: 16.7 R.L: 16.6 R.L: 16.2
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 7/12/2018 7/12/2018 7/12/2018 7/12/2018
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/042601 S/042602 S/042603 S/042604
Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 0.0% 0.0% 0.0% ‐0.5%
PCWD (t/m3) : 2.11 2.11 2.14 2.13
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : At OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
At OMC 0.0% Dry of OMC 0.5% Wet of OMC
Field Moisture Content : 12.0% 11.0% 11.5% 12.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 101.5% 100.5% 99.5% 99.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 99.5% CV(max) = 101.0% Mean = 100.3%
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 2.14 2.13 2.13 2.12
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 2.03 2.01
Density Test Results
Wet Density Ratio : 96.0% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐
Remarks : ‐
CV(min) = 96.0% CV(max) = 96.5% Mean = 96.3%
Density Specification : 95% 95%
Moisture Ratio : N/A N/A
Variation from OMC : 0.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC
1.0% Dry of OMC
Field Moisture Content : 10.5% 11.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐
Soil Description :
Moisture Variation : 0.5% 1.0%
PCWD (t/m3) : 2.12 2.08
MDR Test Results
S/042611 S/042612
Clayey Sand ‐ Brown Clayey Sand ‐ Brown
MDR Test Date : 7/12/2018 7/12/2018
MDR Sample Number :
Oversize Dry : ‐ ‐
Assigned MDR (Yes/No) : No No
Oversize Wet : ‐ ‐
Test Fraction (mm) : < 19mm < 19mm
Location 1 : Release 10 Release 10
Location 2 : E: 5060.8 E: 504862
Location 4 : R.L: 14.9 R.L: 17.7
Location 3 :
Time : 11:00 11:15
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite
S/042612
Test / Layer Depths : 125 / 150 125 / 150
Material Source :
Lot Number : ‐ ‐
N: 2885.1 N: 7042878
Sample Number : S/042611
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 6/12/2018 6/12/2018
Material Type : General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.4% n = 2 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 59/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 18/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.99 2.00 1.95 2.06 2.14
95%
1.94
Density Test Results
Wet Density Ratio : 98.0% 104.5% 99.5% 99.0% 103.0% 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.2% CV(max) = 102.6% Mean = 100.4%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.0% Dry of OMC
11.5% 20.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 1.0% Wet of OMC 1.5% Dry of OMC 1.0% Dry of OMC
±2% of OMC
Field Moisture Content : 13.0% 22.5% 26.0% 11.0%
0.0% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.0% 1.0% ‐1.0% 1.5% 1.0%
PCWD (t/m3) : 2.04 1.92 1.96 2.08 2.08 1.97
MDR Test Results
S/042840S/042835 S/042836 S/042837 S/042838 S/042839
Clayey Sand ‐ Dark
Brown
Sandy Clay ‐
Red/White
Sandy Clay ‐
Red/WhiteClayey Sand ‐ Brown Clayey Sand ‐ Brown
Sandy Clay ‐
Red/White
MDR Test Date : 13/12/2018 13/12/2018 13/12/2018 13/12/2018 13/12/2018 13/12/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 17.3
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 504895
N: 7042976
R.L: 17.3
Location 1 : E: 504878 E: 504894 E: 504890 E: 504912 E: 504908
Location 2 : N: 7042966 N: 7052959 N: 7042918 N: 7042931 N: 7042948
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
Release 10 Release 10
Time : 12:35 11:47 11:47 11:47 11:47 11:47
S/042839
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
10/12/2018 10/12/2018
S/042836
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/042837 S/042838
Lot Number : Release 10 Release 10 Release 10 Release 10
R.L: 17.3 R.L: 17.4 R.L: 17.3 R.L: 17.1
Sample Number : S/042835
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/042840
Date Tested : 10/12/2018 10/12/2018 10/12/2018 10/12/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.7% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 60/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 18/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 2.00 1.95 2.04 1.96
Density Test Results
Wet Density Ratio : 96.5% 102.0% 97.5% 99.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.8% CV(max) = 100.7% Mean = 98.8%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 1.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Wet of OMC 1.0% Dry of OMC 1.0% Wet of OMC
Field Moisture Content : 9.5% 24.0% 11.0% 19.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 1.0% ‐1.0% 1.0% ‐1.0%
PCWD (t/m3) : 2.07 1.91 2.09 1.98
MDR Test Results
S/042841 S/042842 S/042843 S/042844
Silty Sand ‐ Grey Sandy Clay ‐ Brown Silty Sand ‐ Grey Sandy Clay ‐ Brown
MDR Test Date : 13/12/2018 13/12/2018 13/12/2018 13/12/2018
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 504893 E: 504911 E: 504924 E: 504931
Location 2 : N: 7042987 N: 7042998 N: 7042974 N: 7042934
Location 4 : ‐ ‐ ‐ ‐‐
Location 3 :
Time : 11:47 11:47 11:47 11:47
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/042842
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/042843 S/042844
Lot Number : Release 10 Release 10 Release 10 Release 10
R.L: 17.2 R.L: 17.1 R.L: 17.1 R.L: 17.3
Sample Number : S/042841
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 10/12/2018 10/12/2018 10/12/2018 10/12/2018
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.4% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 60/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 18/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 65/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 19/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043032
Date Tested : 12/12/2018 12/12/2018 12/12/2018 12/12/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 5.1% n = 6 k = 0.828
S/043029 S/043030
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.9 R.L: 16.8 R.L: 16.9 R.L: 17.0
Sample Number : S/043027 S/043031
150 / 300
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
12/12/2018 12/12/2018
S/043028
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 300 150 / 300 150 / 300 150 / 300 150 / 300
Material Source :
‐ ‐
Time : 10:05 10:10 10:20 10:25 10:40 10:45
E: 505080
N: 7042712
R.L: 17.0
Location 1 : E: 505097 E: 505095 E: 505093 E: 505083 E: 505082
Location 2 : N: 7042701 N: 7042689 N: 7042675 N: 7042679 N: 7042690
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 16.8
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 18/12/2018 18/12/2018 18/12/2018 18/12/2018 18/12/2018 18/12/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/043032S/043027 S/043028 S/043029 S/043030 S/043031
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.08
MDR Test Results
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐0.5% ‐0.5% 0.0% ‐1.5% 0.0%
PCWD (t/m3) : 1.92 1.93 1.93 1.93 2.06
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 0.5% Wet of OMC
12.0% 11.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 0.0% Wet of OMC 1.5% Wet of OMC 0.0% Dry of OMC
±2% of OMC
Field Moisture Content : 22.0% 19.5% 22.0% 20.0%
0.0% Wet of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 105.0% 104.0% 105.0% 105.5% 95.0% 95.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.3% CV(max) = 105.8% Mean = 101.6%
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 2.01 2.00 2.04 2.04 1.95
95%
1.97
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Joshua Turner ‐ Signatory
Field Wet Density (t/m3) : 1.82 1.97 1.86 1.87 1.85
95%
1.87
Density Test Results
Wet Density Ratio : 88.0% 95.0% 90.5% 91.5% 90.5% 90.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 89.1% CV(max) = 92.9% Mean = 91.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.0% Dry of OMC
9.5% 12.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
At OMC 3.0% Dry of OMC 3.0% Dry of OMC 3.0% Dry of OMC
±2% of OMC
Field Moisture Content : 10.5% 13.5% 9.0% 12.0%
3.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
3.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% 0.0% 3.0% 3.0% 3.0%
PCWD (t/m3) : 2.07 2.07 2.05 2.04 2.05 2.06
MDR Test Results
S/043038S/043033 S/043034 S/043035 S/043036 S/043037
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 18/12/2018 18/12/2018 18/12/2018 18/12/2018 18/12/2018 18/12/2018
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 17.2
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505072
N: 7042788
R.L: 17.2
Location 1 : E: 505086 E: 505077 E: 505073 E: 505077 E: 505073
Location 2 : N: 7042730 N: 7042744 N: 7042754 N: 7042769 N: 7042779
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 11:35 11:40 11:45 12:00 12:10 12:15
S/043037
150 / 300
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
12/12/2018 12/12/2018
S/043034
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 300 150 / 300 150 / 300 150 / 300 150 / 300
Material Source :
S/043035 S/043036
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.0 R.L: 16.9 R.L: 17.1 R.L: 17.0
Sample Number : S/043033
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043038
Date Tested : 12/12/2018 12/12/2018 12/12/2018 12/12/2018
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.3% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 65/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 19/12/2018
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 68/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 11/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043434
Date Tested : 3/01/2019 3/01/2019 3/01/2019 3/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.1% n = 6 k = 0.828
S/043431 S/043432
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.75 R.L: 16.99 R.L: 17.09 R.L: 17.13
Sample Number : S/043429 S/043433
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
3/01/2019 3/01/2019
S/043430
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 09:40 09:50 10:00 10:10 10:20 10:30
E: 505051
N: 7042913
R.L: 17.24
Location 1 : E: 505025 E: 505037 E: 505033 E: 505041 E: 505035
Location 2 : N: 7043009 N: 7042993 N: 7042976 N: 7042967 N: 7042940
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 17.14
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 7/01/2019 7/01/2019 7/01/2019 7/01/2019 7/01/2019 7/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/043434S/043429 S/043430 S/043431 S/043432 S/043433
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.17
MDR Test Results
2.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.5% 3.0% 2.5% ‐0.5% 2.5%
PCWD (t/m3) : 1.96 2.05 2.07 2.07 1.95
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 1.5% Dry of OMC
11.0% 13.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
3.0% Dry of OMC 2.5% Dry of OMC 0.5% Wet of OMC 2.5% Dry of OMC
±2% of OMC
Field Moisture Content : 16.5% 12.5% 16.5% 21.0%
2.5% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 101.5% 102.0% 96.5% 102.0% 105.0% 98.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.3% CV(max) = 103.4% Mean = 100.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.99 2.08 2.00 2.12 2.04
95%
2.13
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 68/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 11/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 3/01/2019 3/01/2019 3/01/2019 3/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 4.0% n = 4 k = 0.828
S/043437 S/043438
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.29 R.L: 17.50 R.L: 17.21 R.L: 17.14
Sample Number : S/043435
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/043436
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 10:40 10:50 11:00 11:10
Location 1 : E: 505039 E: 505049 E: 505050 E: 505057
Location 2 : N: 7042901 N: 7042908 N: 7042924 N: 7042944
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/01/2019 8/01/2019 8/01/2019 8/01/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/043435 S/043436 S/043437 S/043438
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 3.0% 2.5% 1.0% 2.5%
PCWD (t/m3) : 2.05 1.98 2.11 2.08
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 3.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 1.0% Dry of OMC 2.5% Dry of OMC
Field Moisture Content : 10.0% 10.5% 10.5% 9.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 105.0% 100.0% 95.5% 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.5% CV(max) = 103.0% Mean = 99.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.16 1.98 2.01 2.05
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 69/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 11/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 4
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043454
Date Tested : 4/01/2019 4/01/2019 4/01/2019 4/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.4% n = 6 k = 0.828
S/043451 S/043452
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.48 R.L: 16.35 R.L: 16.45 R.L: 16.43
Sample Number : S/043449 S/043453
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
4/01/2019 4/01/2019
S/043450
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 09:05 09:15 09:20 09:25 09:30 09:35
E: 505084
N: 7043043
R.L: 16.43
Location 1 : E: 505107 E: 505117 E: 505126 E: 505155 E: 505158
Location 2 : N: 7043033 N: 7043035 N: 7043044 N: 7043051 N: 7043051
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 16.38
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 7/01/2019 7/01/2019 7/01/2019 7/01/2019 7/01/2019 7/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/043454S/043449 S/043450 S/043451 S/043452 S/043453
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.13
MDR Test Results
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% ‐1.0% 0.0% 0.0% 0.0%
PCWD (t/m3) : 2.12 2.12 2.15 2.19 2.17
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 0.0% Wet of OMC
12.5% 10.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Wet of OMC At OMC 0.0% Wet of OMC 0.0% Wet of OMC
±2% of OMC
Field Moisture Content : 13.5% 11.5% 14.0% 12.5%
0.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 102.5% 102.5% 97.0% 97.0% 98.0% 105.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.5% CV(max) = 103.2% Mean = 100.3%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.17 2.17 2.09 2.12 2.12
95%
2.23
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.14 2.10 2.25 2.00
Density Test Results
Wet Density Ratio : 98.5% 100.0% 104.0% 103.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 99.3% CV(max) = 103.7% Mean = 101.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 0.0% Wet of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 0.5% Wet of OMC 1.0% Dry of OMC
Field Moisture Content : 12.5% 10.0% 12.5% 25.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 0.0% 1.5% ‐0.5% 1.0%
PCWD (t/m3) : 2.18 2.10 2.16 1.93
MDR Test Results
S/043455 S/043456 S/043457 S/043458
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 7/01/2019 7/01/2019 7/01/2019 7/01/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505123 E: 505129 E: 505155 E: 505174
Location 2 : N: 7043048 N: 7043063 N: 7043067 N: 7043074
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 09:40 10:15 09:50 09:55
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/043456
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/043457 S/043458
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.58 R.L: 16.61 R.L: 16.54 R.L: 16.49
Sample Number : S/043455
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 4/01/2019 4/01/2019 4/01/2019 4/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.7% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 69/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 11/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 4
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 69/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 11/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 3 of 4
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043469
Date Tested : 4/01/2019 4/01/2019 4/01/2019 4/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.8% n = 6 k = 0.828
S/043466 S/043467
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.71 R.L: 16.73 R.L: 16.85 R.L: 16.83
Sample Number : S/043464 S/043468
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
4/01/2019 4/01/2019
S/043465
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 12:15 12:30 12:35 12:40 12:45 12:50
E: 505181
N: 7043088
R.L: 16.70
Location 1 : E: 505087 E: 505124 E: 505148 E: 505163 E: 505170
Location 2 : N: 7043063 N: 7043059 N: 7043077 N: 7043081 N: 7043090
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 16.78
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/01/2019 8/01/2019 8/01/2019 8/01/2019 8/01/2019 8/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/043469S/043464 S/043465 S/043466 S/043467 S/043468
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.03
MDR Test Results
1.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.5% ‐0.5% 0.0% 1.5% 3.0%
PCWD (t/m3) : 1.99 2.05 2.08 2.16 1.93
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.5% Dry of OMC
19.0% 16.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 0.0% Wet of OMC 1.5% Dry of OMC 3.0% Dry of OMC
±2% of OMC
Field Moisture Content : 23.5% 13.5% 15.0% 12.0%
1.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 102.0% 99.0% 96.5% 105.0% 103.0% 95.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.0% CV(max) = 103.3% Mean = 100.2%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.04 2.03 2.01 2.27 1.98
95%
1.95
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.22 1.97 2.04 2.03
Density Test Results
Wet Density Ratio : 104.0% 93.0% 97.5% 94.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 93.2% CV(max) = 101.3% Mean = 97.3%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 0.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.0% Dry of OMC 0.0% Dry of OMC
Field Moisture Content : 11.0% 10.5% 8.5% 12.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 0.5% 1.5% 2.0% 0.0%
PCWD (t/m3) : 2.13 2.11 2.09 2.15
MDR Test Results
S/043470 S/043471 S/043472 S/043473
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 9/01/2019 9/01/2019 9/01/2019 9/01/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505099 E: 505121 E: 505173 E: 505159
Location 2 : N: 7043045 N: 7043080 N: 7043081 N: 7043074
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 12:55 13:00 13:05 13:10
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/043471
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/043472 S/043473
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.95 R.L: 16.85 R.L: 16.78 R.L: 16.62
Sample Number : S/043470
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 4/01/2019 4/01/2019 4/01/2019 4/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 4.9% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 69/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 11/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 4 of 4
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 70/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 11/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
1.730 ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043484
Date Tested : 5/01/2019 5/01/2019 5/01/2019 5/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.7% n = 6 k = 0.828
S/043481 S/043482
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.12 R.L: 16.16 R.L: 16.26 R.L: 16.29
Sample Number : S/043479 S/043483
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
5/01/2019 5/01/2019
S/043480
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 09:00 09:05 09:10 09:15 09:20 09:25
E: 505150
N: 7042997
R.L: 16.15
Location 1 : E: 505157 E: 505155 E: 505122 E: 505109 E: 505125
Location 2 : N: 7043008 N: 7043007 N: 7042999 N: 7043004 N: 7042996
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 16.19
Oversize Wet : ‐ ‐ 1% ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/01/2019 8/01/2019 8/01/2019 8/01/2019 8/01/2019 8/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ 1% ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/043484S/043479 S/043480 S/043481 S/043482 S/043483
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.04
MDR Test Results
1.5%
ADJ PCWD (t/m3) : ‐ ‐ 2.09 ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐3.0% 0.0% 2.0% 1.5% 1.5%
PCWD (t/m3) : 1.97 1.98 2.09 2.12 2.13
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ 2.0% ‐ ‐
N/A
Variation from OMC : 3.0% Wet of OMC
13.5% 12.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Wet of OMC 2.0% Dry of OMC 1.5% Dry of OMC 1.5% Dry of OMC
±2% of OMC
Field Moisture Content : 25.5% 17.0% 11.0% 14.0%
1.5% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 105.0% 103.5% 105.0% 102.0% 98.5% 105.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.0% CV(max) = 105.5% Mean = 103.3%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.07 2.05 2.19 2.17 2.10
95%
2.15
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 70/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 11/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 5/01/2019 5/01/2019 5/01/2019 5/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.1% n = 4 k = 0.828
S/043487 S/043488
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.15 R.L: 16.98 R.L: 16.90 R.L: 16.99
Sample Number : S/043485
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/043486
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 09:30 09:35 09:40 09:45
Location 1 : E: 505155 E: 505152 E: 505973 E: 505153
Location 2 : N: 7043003 N: 7043001 N: 7042973 N: 7043014
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/01/2019 8/01/2019 8/01/2019 8/01/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/043485 S/043486 S/043487 S/043488
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : ‐0.5% 0.0% 2.5% ‐0.5%
PCWD (t/m3) : 1.96 2.00 2.00 2.06
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 0.5% Wet of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Wet of OMC 2.5% Dry of OMC 0.5% Wet of OMC
Field Moisture Content : 12.0% 15.0% 16.5% 18.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 99.0% 104.0% 102.5% 101.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 100.0% CV(max) = 103.5% Mean = 101.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.93 2.07 2.06 2.10
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.18 1.97 2.05 2.10 2.05
95%
2.30
Density Test Results
Wet Density Ratio : 103.0% 94.0% 98.0% 100.5% 99.0% 105.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.7% CV(max) = 103.3% Mean = 100.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.5% Dry of OMC
9.5% 9.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 2.5% Dry of OMC 3.0% Dry of OMC 2.5% Dry of OMC
±2% of OMC
Field Moisture Content : 7.5% 9.0% 10.0% 9.0%
0.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.5% 2.5% 2.5% 3.0% 2.5%
PCWD (t/m3) : 2.12 2.09 2.10 2.09 2.08 2.18
MDR Test Results
S/043506S/043501 S/043502 S/043503 S/043504 S/043505
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 11/01/2019 11/01/2019 11/01/2019 11/01/2019 11/01/2019 11/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 16.00
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505168
N: 7042997
R.L: 16.13
Location 1 : E: 505104 E: 505115 E: 505142 E: 505158 E: 505174
Location 2 : N: 7042963 N: 7042979 N: 7042980 N: 7042973 N: 7042981
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:00 09:05 09:10 09:15 09:20 09:25
S/043505
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
7/01/2019 7/01/2019
S/043502
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/043503 S/043504
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.44 R.L: 16.29 R.L: 16.31 R.L: 16.08
Sample Number : S/043501
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043506
Date Tested : 7/01/2019 7/01/2019 7/01/2019 7/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 4.0% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 71/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 16/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 4
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 71/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 24/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 4
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 7/01/2019 7/01/2019 7/01/2019 7/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.1% n = 4 k = 0.828
S/043509 S/043510
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.32 R.L: 16.33 R.L: 16.27 R.L: 16.28
Sample Number : S/043507
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/043508
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 09:30 09:35 09:40 09:45
Location 1 : E: 505196 E: 505132 E: 505128 E: 505106
Location 2 : N: 7042987 N: 7042984 N: 7042983 N: 7042986
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 17/01/2019 17/01/2019 17/01/2019 17/01/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/043507 S/043508 S/043509 S/043510
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 2.5% 0.0% 0.0% 0.5%
PCWD (t/m3) : 2.09 2.10 2.19 2.18
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 2.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Dry of OMC 0.0% Dry of OMC 0.5% Dry of OMC
Field Moisture Content : 12.5% 15.0% 11.5% 10.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 100.5% 101.5% 101.0% 99.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 99.6% CV(max) = 101.4% Mean = 100.5%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.10 2.13 2.21 2.15
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 71/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 16/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 3 of 4
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043562
Date Tested : 7/01/2019 7/01/2019 7/01/2019 7/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.0% n = 6 k = 0.828
S/043559 S/043560
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.47 R.L: 16.48 R.L: 16.50 R.L: 16.25
Sample Number : S/043557 S/043561
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
7/01/2019 7/01/2019
S/043558
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 12:50 12:55 13:00 13:05 13:10 13:15
E: 505185
N: 7043013
R.L: 16.86
Location 1 : E: 505097 E: 505121 E: 505125 E: 505158 E: 505171
Location 2 : N: 7043002 N: 7043000 N: 7043003 N: 7043014 N: 7043041
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 16.00
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 11/01/2019 11/01/2019 11/01/2019 11/01/2019 11/01/2019 11/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/043562S/043557 S/043558 S/043559 S/043560 S/043561
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.12
MDR Test Results
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.5% 0.0% ‐0.5% ‐0.5% 0.0%
PCWD (t/m3) : 2.17 2.00 2.19 2.07 2.17
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 0.5% Dry of OMC
20.5% 10.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Dry of OMC 0.5% Wet of OMC 0.5% Wet of OMC At OMC
±2% of OMC
Field Moisture Content : 12.0% 19.0% 14.5% 22.0%
2.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 99.0% 103.0% 102.0% 100.0% 98.5% 103.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 99.3% CV(max) = 102.6% Mean = 100.9%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.15 2.06 2.24 2.07 2.14
95%
2.19
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.05 2.04 2.20 2.18
Density Test Results
Wet Density Ratio : 97.5% 97.5% 101.5% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.5% CV(max) = 100.8% Mean = 99.1%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 2.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC
Field Moisture Content : 10.0% 9.5% 8.5% 11.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 2.5% 2.5% 2.0% 2.0%
PCWD (t/m3) : 2.10 2.09 2.17 2.17
MDR Test Results
S/043563 S/043564 S/043565 S/043566
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 11/01/2019 11/01/2019 11/01/2019 11/01/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505173 E: 505145 E: 505123 E: 505110
Location 2 : N: 7043016 N: 7043011 N: 7043001 N: 7042996
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 13:20 13:25 13:30 13:35
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/043564
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/043565 S/043566
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.21 R.L: 16.49 R.L: 16.56 R.L: 16.50
Sample Number : S/043563
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 7/01/2019 7/01/2019 7/01/2019 7/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.0% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 71/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 16/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 4 of 4
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 15/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 72/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 24/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/044012
Date Tested : 12/01/2019 12/01/2019 12/01/2019 12/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.4% n = 6 k = 0.828
S/044009 S/044010
Lot Number : Future Release Future Release Future Release Future Release
R.L:16.50 R.L:16.63 R.L:16.60 R.L:16.84
Sample Number : S/044007 S/044011
150 / 200
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
12/01/2019 12/01/2019
S/044008
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
Future Release Future Release
Time : 13:05 13:10 13:15 13:20 13:25 13:30
E:505222
N:7043112
R.L:16.86
Location 1 : E:505287 E:505260 E:505246 E:505239 E:505236
Location 2 : N:7043151 N:7043141 N:7043127 N:7043107 N:7043107
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L:16.91
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 23/01/2019 23/01/2019 23/01/2019 23/01/2019 23/01/2019 23/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/044012S/044007 S/044008 S/044009 S/044010 S/044011
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.09
MDR Test Results
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.5% 0.5% 0.0% 0.5% 0.0%
PCWD (t/m3) : 2.00 1.99 2.10 2.09 2.11
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 1.5% Dry of OMC
15.0% 15.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 0.0% Wet of OMC 0.5% Dry of OMC At OMC
±2% of OMC
Field Moisture Content : 15.0% 17.5% 15.0% 13.5%
0.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 103.0% 103.5% 95.5% 98.5% 96.0% 98.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.2% CV(max) = 101.9% Mean = 99.1%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.06 2.06 2.01 2.06 2.02
95%
2.05
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.18 2.26 2.16 2.19 2.24
95%
2.13
Density Test Results
Wet Density Ratio : 104.0% 105.0% 102.5% 102.5% 103.5% 101.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 102.1% CV(max) = 104.2% Mean = 103.2%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 3.0% Dry of OMC
13.0% 8.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 0.0% Dry of OMC 0.0% Dry of OMC 0.5% Dry of OMC
±2% of OMC
Field Moisture Content : 8.0% 8.5% 12.5% 10.0%
2.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 3.0% 1.5% 0.0% 0.0% 0.5%
PCWD (t/m3) : 2.09 2.16 2.11 2.14 2.17 2.10
MDR Test Results
S/043606S/043601 S/043602 S/043603 S/043604 S/043605
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 17/01/2019 17/01/2019 17/01/2019 17/01/2019 17/01/2019 17/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 16.30
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505193
N: 7043025
R.L: 16.23
Location 1 : E: 505090 E: 505124 E: 505133 E: 505177 E: 505183
Location 2 : N: 7042997 N: 7042991 N: 7042972 N: 7043020 N: 7043005
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 08:50 08:55 09:00 09:05 09:10 09:15
S/043605
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
8/01/2019 8/01/2019
S/043602
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/043603 S/043604
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.71 R.L: 16.68 R.L: 16.77 R.L: 16.59
Sample Number : S/043601
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043606
Date Tested : 8/01/2019 8/01/2019 8/01/2019 8/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.3% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 73/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 24/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.17 2.16 2.25 2.18
Density Test Results
Wet Density Ratio : 102.5% 101.5% 106.5% 103.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.6% CV(max) = 105.2% Mean = 103.4%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 1.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.5% Dry of OMC 1.5% Dry of OMC
Field Moisture Content : 14.0% 13.0% 10.0% 10.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 1.5% 1.5% 2.5% 1.5%
PCWD (t/m3) : 2.12 2.13 2.11 2.13
MDR Test Results
S/043607 S/043608 S/043609 S/043610
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 17/01/2019 17/01/2019 17/01/2019 17/01/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505157 E: 505145 E: 505131 E: 505106
Location 2 : N: 7043015 N: 7043014 N: 7043002 N: 7042998
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 09:20 09:25 09:30 09:35
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/043608
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/043609 S/043610
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.65 R.L: 16.65 R.L: 16.68 R.L: 16.58
Sample Number : S/043607
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 8/01/2019 8/01/2019 8/01/2019 8/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.2% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 74/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 24/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 75/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 24/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043654
Date Tested : 8/01/2019 8/01/2019 8/01/2019 8/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.0% n = 6 k = 0.828
S/043651 S/043652
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.77 R.L: 16.81 R.L: 16.78 R.L: 16.59
Sample Number : S/043649 S/043653
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
8/01/2019 8/01/2019
S/043650
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 12:35 12:40 12:45 12:50 12:55 13:00
E: 505178
N: 7042975
R.L: 16.32
Location 1 : E: 505101 E: 505116 E: 505142 E: 505161 E: 505201
Location 2 : N: 7042968 N: 7042980 N: 7042982 N: 7042983 N: 7043018
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 16.44
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 17/01/2019 17/01/2019 17/01/2019 17/01/2019 17/01/2019 17/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/043654S/043649 S/043650 S/043651 S/043652 S/043653
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.17
MDR Test Results
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.5% 1.5% 1.0% 1.5% 0.0%
PCWD (t/m3) : 2.15 2.05 2.10 2.15 2.11
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.5% Dry of OMC
#N/A #N/A
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 1.0% Dry of OMC 1.5% Dry of OMC 0.0% Wet of OMC
±2% of OMC
Field Moisture Content : #N/A #N/A 11.5% #N/A
At OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 101.5% 102.0% 104.0% 103.0% 101.5% 102.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.5% CV(max) = 103.1% Mean = 102.3%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.18 2.09 2.18 2.21 2.15
95%
2.22
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 76/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 24/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 8/01/2019 8/01/2019 8/01/2019 8/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.1% n = 4 k = 0.828
S/043657 S/043658
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.59 R.L: 16.74 R.L: 16.78 R.L: 16.74
Sample Number : S/043655
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/043656
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 13:05 13:10 13:15 13:20
Location 1 : E: 505157 E: 505108 E: 505121 E: 505100
Location 2 : N: 7042965 N: 7042965 N: 7042965 N: 7042959
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 18/01/2019 18/01/2019 18/01/2019 18/01/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/043655 S/043656 S/043657 S/043658
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Silty Clay ‐ Black
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 2.0% 2.0% ‐0.5% 4.0%
PCWD (t/m3) : 2.18 2.14 2.22 2.13
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 2.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 0.5% Wet of OMC 4.0% Dry of OMC
Field Moisture Content : 8.0% 8.5% 11.0% 8.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 102.0% 100.5% 103.0% 105.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.0% CV(max) = 104.5% Mean = 102.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.23 2.15 2.28 2.24
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.23 2.28
Density Test Results
Wet Density Ratio : 101.5% 103.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐
Remarks : ‐
CV(min) = 101.3% CV(max) = 103.7% Mean = 102.5%
Density Specification : 95% 95%
Moisture Ratio : N/A N/A
Variation from OMC : At OMC
Moisture Specification : ±2% of OMC ±2% of OMC
0.0% Dry of OMC
Field Moisture Content : 11.5% 11.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐
Soil Description :
Moisture Variation : 0.0% 0.0%
PCWD (t/m3) : 2.19 2.20
MDR Test Results
S/043659 S/043660
Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 17/01/2019 17/01/2019
MDR Sample Number :
Oversize Dry : ‐ ‐
Assigned MDR (Yes/No) : No No
Oversize Wet : ‐ ‐
Test Fraction (mm) : < 19mm < 19mm
Location 1 : E: 505175 E: 505180
Location 2 : N: 7042883 N: 7042938
Location 4 : ‐ ‐
Location 3 :
Time : 13:25 13:30
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite
S/043660
Test / Layer Depths : 150 / 150 150 / 150
Material Source :
Lot Number : ‐ ‐
R.L: 15.05 R.L: 15.06
Sample Number : S/043659
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 8/01/2019 8/01/2019
Material Type : General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.4% n = 2 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 77/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 24/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22/06/2018
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 78/1
Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 24/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043730
Date Tested : 9/01/2019 9/01/2019 9/01/2019 9/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.7% n = 6 k = 0.828
S/043727 S/043728
Lot Number : Release 10 Release 10 Release 10 Release 10
R.L: 17.7 R.L: 17.1 R.L: 16.9 R.L: 16.7
Sample Number : S/043725 S/043729
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
9/01/2019 9/01/2019
S/043726
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Release 10 Release 10
Time : 09:18 09:18 09:18 09:18 09:18 09:18
E: 505143
N: 7042984
R.L: 16.8
Location 1 : E: 505125 E: 505146 E: 505162 E: 505177 E: 505178
Location 2 : N: 7042968 N: 7042974 N: 7042976 N: 7042979 N: 7042994
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 17.1
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 18/01/2019 18/01/2019 18/01/2019 18/01/2019 18/01/2019 18/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/043730S/043725 S/043726 S/043727 S/043728 S/043729
Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.16
MDR Test Results
‐0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 2.0% 2.0% ‐1.0% ‐1.0%
PCWD (t/m3) : 1.93 1.96 2.09 2.20 2.20
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.0% Dry of OMC
11.5% 13.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 2.0% Dry of OMC 1.0% Wet of OMC 1.0% Wet of OMC
±2% of OMC
Field Moisture Content : 9.5% 9.0% 9.0% 11.5%
0.5% Wet of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 97.0% 97.5% 95.5% 97.0% 97.0% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.3% CV(max) = 97.5% Mean = 96.9%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.88 1.91 2.00 2.14 2.13
95%
2.11
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 15/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 79/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 24/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043810
Date Tested : 10/01/2019 10/01/2019 10/01/2019 10/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.2% n = 6 k = 0.828
S/043807 S/043808
Lot Number : Future Stage Future Stage Future Stage Future Stage
R.L: 16.2 R.L: 16.4 R.L: 16.4 R.L: 16.4
Sample Number : S/043804 S/043809
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
10/01/2019 10/01/2019
S/043805
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Future Stage Future Stage
Time : 12:50 12:50 12:50 12:50 12:50 12:50
E: 505273
N: 7043153
R.L: 16.5
Location 1 : E: 505220 E: 505229 E: 505240 E:505257 E: 505263
Location 2 : N: 7043113 N: 7043119 N: 7043126 N: 7043134 N: 7043147
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 16.5
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 21/01/2019 21/01/2019 21/01/2019 21/01/2019 21/01/2019 21/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/043810S/043804 S/043805 S/043807 S/043808 S/043809
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
1.92
MDR Test Results
‐0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐1.0% ‐1.0% ‐0.5% ‐0.5% 0.0%
PCWD (t/m3) : 1.94 1.94 1.94 1.93 1.95
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 1.0% Wet of OMC
22.5% 24.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Wet of OMC 0.5% Wet of OMC 0.5% Wet of OMC 0.0% Wet of OMC
±2% of OMC
Field Moisture Content : 23.5% 25.0% 23.5% 22.0%
0.5% Wet of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 101.5% 101.5% 104.0% 99.5% 97.5% 100.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.9% CV(max) = 102.6% Mean = 100.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.97 1.97 2.02 1.93 1.91
95%
1.93
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 15/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.99 1.97 1.99 2.09 2.10
95%
2.08
Density Test Results
Wet Density Ratio : 99.0% 99.0% 97.5% 97.5% 97.0% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.9% CV(max) = 98.6% Mean = 97.8%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.5% Dry of OMC
12.0% 13.0%
Moisture Specification : ‐ ‐ ‐ ‐ ‐
0.5% Dry of OMC At OMC At OMC 0.0% Wet of OMC
‐
Field Moisture Content : 12.0% 11.0% 12.5% 12.0%
0.0% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.5% 0.5% 0.0% 0.0% 0.0%
PCWD (t/m3) : 2.01 1.99 2.04 2.14 2.16 2.16
MDR Test Results
S/043998S/043993 S/043994 S/043995 S/043996 S/043997
Sandy Silty Clay ‐
Dark Brown
Sandy Silty Clay ‐
Dark BrownSandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 23/01/2019 23/01/2019 23/01/2019 23/01/2019 23/01/2019 23/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L:16.60
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E:505279
N:7043119
R.L:16.64
Location 1 : E:505313 E:505307 E:505332 E:505311 E:505293
Location 2 : N:7043147 N:7043146 N:7043158 N:7043141 N:7043130
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
Future Release Future Release
Time : 09:15 09:20 09:25 09:30 09:35 13:10
S/043997
150 / 200
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
12/01/2019 12/01/2019
S/043994
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
S/043995 S/043996
Lot Number : Future Release Future Release Future Release Future Release
R.L:16.33 R.L:16.41 R.L:16.53 R.L:16.58
Sample Number : S/043993
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043998
Date Tested : 12/01/2019 12/01/2019 12/01/2019 12/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.0% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 80/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 24/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 15/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.96 1.98 1.88 1.97 1.92
95%
1.93
Density Test Results
Wet Density Ratio : 97.5% 97.5% 96.0% 97.0% 97.5% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.7% CV(max) = 97.7% Mean = 97.2%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.0% Dry of OMC
13.0% 13.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 2.0% Dry of OMC 3.0% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 15.5% 18.0% 11.0% 10.5%
3.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
3.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.0% 0.5% 2.0% 3.0% 2.0%
PCWD (t/m3) : 2.01 2.02 1.95 2.02 1.96 1.97
MDR Test Results
S/043932S/043927 S/043928 S/043929 S/043930 S/043931
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 25/01/2019 25/01/2019 25/01/2019 25/01/2019 25/01/2019 25/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.90
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505167
N: 7042725
R.L: 16.03
Location 1 : E: 505161 E: 505164 E: 505188 E: 505186 E: 505171
Location 2 : N: 7042764 N: 7042761 N: 7042741 N: 7042736 N: 7042716
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
Future Release Future Release
Time : 08:55 09:00 09:05 09:10 09:15 09:20
S/043931
150 / 200
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
11/01/2019 11/01/2019
S/043928
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
S/043929 S/043930
Lot Number : Future Release Future Release Future Release Future Release
R.L: 16.10 R.L: 16.08 R.L: 15.85 R.L: 15.94
Sample Number : S/043927
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/043932
Date Tested : 11/01/2019 11/01/2019 11/01/2019 11/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.6% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 82/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 30/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 15/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.01 2.01 1.99 2.01
Density Test Results
Wet Density Ratio : 95.0% 96.0% 96.0% 95.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.2% CV(max) = 96.0% Mean = 95.6%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 0.0% Dry of OMC 0.5% Dry of OMC
Field Moisture Content : 11.0% 10.5% 12.5% 10.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 2.0% 0.5% 0.0% 0.5%
PCWD (t/m3) : 2.12 2.09 2.07 2.10
MDR Test Results
S/043999 S/044000 S/044001 S/044002
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 25/01/2019 25/01/2019 25/01/2019 25/01/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505266 E: 505243 E: 505229 E: 505215
Location 2 : N: 7043111 N: 7043102 N: 7043086 N: 7043089
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 13:15 13:20 13:25 13:30
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/044000
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
S/044001 S/044002
Lot Number : Future Release Future Release Future Release Future Release
R.L: 16.71 R.L: 16.67 R.L: 16.77 R.L: 16.75
Sample Number : S/043999
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 12/01/2019 12/01/2019 12/01/2019 12/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.5% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 83/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 30/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 15/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 84/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 30/01/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 10/01/2019 10/01/2019 10/01/2019 10/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 4.1% n = 4 k = 0.828
S/043812 S/043813
Lot Number : Future Stage Future Stage Future Stage Future Stage
R.L: 16.5 R.L: 16.6 R.L: 16.5 R.L: 16.5
Sample Number : S/043810
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/043811
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 12:50 12:50 12:50 12:50
Location 1 : E: 505273 E: 505284 E: 505297 E: 505311
Location 2 : N: 7043153 N: 7043160 N: 7043169 N: 7043175
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 25/01/2019 25/01/2019 25/01/2019 25/01/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/043810 S/043811 S/043812 S/043813
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 4.0% 4.0% ‐0.5% 0.0%
PCWD (t/m3) : 2.01 2.00 1.84 1.89
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 4.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
4.0% Dry of OMC 0.5% Wet of OMC 0.0% Wet of OMC
Field Moisture Content : 6.0% 7.0% 24.0% 22.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 96.5% 97.0% 104.5% 103.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.9% CV(max) = 103.6% Mean = 100.3%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.94 1.94 1.92 1.95
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 15/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.11 2.03 2.12 2.01 2.06
95%
2.06
Density Test Results
Wet Density Ratio : 102.0% 97.0% 102.5% 97.0% 96.5% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.2% CV(max) = 100.9% Mean = 98.6%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.5% Dry of OMC
22.5% 11.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 2.5% Dry of OMC 0.5% Dry of OMC At OMC
±2% of OMC
Field Moisture Content : 9.5% 12.5% 10.0% 14.5%
At OMC
Moisture Test Results :
ADJ Moisture Variation : 2.5% ‐ ‐ ‐ ‐
0.0%
ADJ PCWD (t/m3) : 2.07 ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 3.0% 0.5% 2.5% 0.5% 0.0%
PCWD (t/m3) : 2.03 2.09 2.07 2.07 2.14 2.14
MDR Test Results
S/044006S/043933 S/043934 S/043935 S/043936 S/044005
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 2/02/2019 2/02/2019 2/02/2019 2/02/2019 2/02/2019 2/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : 12% ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 16.34
Oversize Wet : 11% ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505300
N: 7043169
R.L: 16.41
Location 1 : E: 505137 E: 505137 E: 505129 E: 505130 E: 505341
Location 2 : N: 7042737 N: 7042729 N: 7042760 N: 7042760 N: 7043186
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
Future Release Future Release
Time : 09:25 09:30 09:35 09:40 09:45 13:00
S/044005
150 / 200
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
11/01/2019 11/01/2019
S/043934
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
S/043935 S/043936
Lot Number : Future Release Future Release Future Release Future Release
R.L: 16.08 R.L: 16.14 R.L: 16.39 R.L: 16.48
Sample Number : S/043933
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/044006
Date Tested : 11/01/2019 11/01/2019 11/01/2019 11/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : 2.410 ‐
Std. Dev. = 2.9% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 85/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 4/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 15/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.09 2.05 2.02 2.02 1.96
95%
1.98
Density Test Results
Wet Density Ratio : 102.5% 97.0% 100.5% 104.5% 98.5% 104.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.7% CV(max) = 103.7% Mean = 101.2%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.5% Dry of OMC
11.5% 8.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 3.0% Dry of OMC 3.0% Dry of OMC 1.0% Dry of OMC
±2% of OMC
Field Moisture Content : 6.5% 11.0% 16.5% 10.5%
5.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ 2.0% ‐ ‐ ‐
5.0%
ADJ PCWD (t/m3) : ‐ 2.12 ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.5% 2.0% 3.0% 3.0% 1.0%
PCWD (t/m3) : 2.04 2.10 2.01 1.93 1.99 1.91
MDR Test Results
S/044059S/044054 S/044055 S/044056 S/044057 S/044058
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Silty Sand ‐ Black Silty Sand ‐ Black Silty Sand ‐ Black
MDR Test Date : 31/01/2019 31/01/2019 31/01/2019 31/01/2019 31/01/2019 31/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ 6% ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.63
Oversize Wet : ‐ 6% ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505438
N: 7043200
R.L: 15.57
Location 1 : E: 505371 E: 505388 E: 505402 E: 505428 E: 505444
Location 2 : N: 7043200 N: 7043200 N: 7043197 N: 7043202 N: 7043196
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:35 09:40 09:45 09:50 09:55 10:00
S/044058
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
14/01/2019 14/01/2019
S/044055
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/044056 S/044057
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.75 R.L: 15.62 R.L: 15.55 R.L: 15.62
Sample Number : S/044054
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/044059
Date Tested : 14/01/2019 14/01/2019 14/01/2019 14/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ 2.490
Std. Dev. = 3.0% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 86/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 5/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 15/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.03 2.13 2.15 1.99 2.10
95%
2.00
Density Test Results
Wet Density Ratio : 101.0% 101.0% 102.0% 98.0% 100.5% 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.9% CV(max) = 101.5% Mean = 100.2%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 3.0% Dry of OMC
15.0% 22.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 1.0% Dry of OMC At OMC 0.5% Dry of OMC
±2% of OMC
Field Moisture Content : 11.0% 9.0% 11.0% 10.5%
3.0% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : 3.0% ‐ ‐ ‐ ‐
‐3.0%
ADJ PCWD (t/m3) : 2.01 ‐ ‐ 2.03
‐
Soil Description :
‐ ‐
Moisture Variation : 3.0% 2.5% 1.0% 0.0% 0.5%
PCWD (t/m3) : 2.01 2.11 2.10 2.02 2.10 2.03
MDR Test Results
S/044065S/044060 S/044061 S/044062 S/044063 S/044064
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 31/01/2019 31/01/2019 31/01/2019 31/01/2019 31/01/2019 31/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : 2% ‐ ‐ 3% ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 16.12
Oversize Wet : 1% ‐ ‐ 3% ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505271
N: 7043117
R.L: 16.94
Location 1 : E: 505416 E: 505398 E: 505384 E: 505367 E: 505337
Location 2 : N: 7043186 N: 7043189 N: 7043186 N: 7043187 N: 7043131
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 10:05 10:10 10:15 10:20 10:25 10:30
S/044064
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
14/01/2019 14/01/2019
S/044061
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/044062 S/044063
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.54 R.L: 15.58 R.L: 15.56 R.L: 15.79
Sample Number : S/044060
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/044065
Date Tested : 14/01/2019 14/01/2019 14/01/2019 14/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : 2.500 ‐
Std. Dev. = 1.6% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 86/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 5/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
‐ 2.450
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 15/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 87/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 5/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/044191
Date Tested : 15/01/2019 15/01/2019 15/01/2019 15/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.4% n = 6 k = 0.828
S/044188 S/044189
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.08 R.L: 15.98 R.L: 16.01 R.L: 15.95
Sample Number : S/044186 S/044190
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
15/01/2019 15/01/2019
S/044187
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 09:15 09:20 09:25 09:30 09:35 09:40
E: 505431
N: 7043200
R.L: 15.89
Location 1 : E: 505374 E: 505386 E: 505400 E: 505417 E: 505438
Location 2 : N: 7043196 N: 7043197 N: 7043192 N: 7043198 N: 7043223
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 15.81
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 1/02/2019 1/02/2019 1/02/2019 1/02/2019 1/02/2019 1/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/044191S/044186 S/044187 S/044188 S/044189 S/044190
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.17
MDR Test Results
2.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.0% 1.0% 1.0% 1.5% 2.5%
PCWD (t/m3) : 2.00 2.08 1.97 2.08 2.07
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 1.0% Dry of OMC
11.0% 19.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 1.0% Dry of OMC 1.5% Dry of OMC 2.5% Dry of OMC
±2% of OMC
Field Moisture Content : 19.0% 23.0% 21.0% 19.0%
2.5% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 101.5% 98.5% 99.0% 99.0% 97.5% 98.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.8% CV(max) = 100.1% Mean = 98.9%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.03 2.05 1.95 2.05 2.02
95%
2.13
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 15/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.17 2.15 2.17 2.06
Density Test Results
Wet Density Ratio : 97.5% 98.0% 98.5% 102.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.3% CV(max) = 100.7% Mean = 99.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 1.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 1.5% Dry of OMC 1.5% Dry of OMC
Field Moisture Content : 16.5% 14.0% 17.0% 19.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 1.5% 1.0% 1.5% 1.5%
PCWD (t/m3) : 2.23 2.20 2.21 2.02
MDR Test Results
S/044192 S/044193 S/044194 S/044195
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 1/02/2019 1/02/2019 1/02/2019 1/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505427 E: 505417 E: 505385 E: 505363
Location 2 : N: 7043191 N: 7043193 N: 7043200 N: 704319e
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 09:45 09:50 09:55 10:00
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/044193
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/044194 S/044195
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.93 R.L: 16.02 R.L: 16.11 R.L: 16.19
Sample Number : S/044192
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 15/01/2019 15/01/2019 15/01/2019 15/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.0% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 87/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 5/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.99 2.00 2.13 2.07 2.05
95%
2.13
Density Test Results
Wet Density Ratio : 96.5% 98.0% 100.5% 101.0% 98.0% 101.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.6% CV(max) = 100.8% Mean = 99.2%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.0% Dry of OMC
17.0% 18.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 0.0% Dry of OMC 0.0% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 14.5% 10.5% 10.5% 20.5%
1.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
1.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% 0.5% 0.0% 0.0% 2.0%
PCWD (t/m3) : 2.06 2.04 2.12 2.05 2.09 2.12
MDR Test Results
S/044348S/044343 S/044344 S/044345 S/044346 S/044347
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 31/01/2019 31/01/2019 31/01/2019 31/01/2019 31/01/2019 31/01/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.99
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505357
N: 7043143
R.L: 16.06
Location 1 : E: 505399 E: 505382 E: 505371 E: 505340 E: 505337
Location 2 : N: 7043148 N: 7043150 N: 7043144 N: 7043131 N: 7043126
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:30 09:35 09:40 09:45 09:50 09:55
S/044347
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
16/01/2019 16/01/2019
S/044344
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/044345 S/044346
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.42 R.L: 15.79 R.L: 15.80 R.L: 15.93
Sample Number : S/044343
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/044348
Date Tested : 16/01/2019 16/01/2019 16/01/2019 16/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.9% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 88/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 6/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.10 2.09 2.04 2.15 2.03
95%
2.07
Density Test Results
Wet Density Ratio : 96.5% 95.5% 101.5% 100.0% 101.5% 101.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.2% CV(max) = 101.7% Mean = 99.4%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Wet of OMC
22.5% 22.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Wet of OMC 4.0% Wet of OMC 0.0% Wet of OMC 3.0% Wet of OMC
±2% of OMC
Field Moisture Content : 23.5% 20.5% 36.5% 16.5%
1.5% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
‐1.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐2.0% ‐2.5% ‐4.0% 0.0% ‐3.0%
PCWD (t/m3) : 2.18 2.18 2.01 2.15 2.00 2.04
MDR Test Results
S/044524S/044519 S/044520 S/044521 S/044522 S/044523
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 1/02/2019 1/02/2019 1/02/2019 1/02/2019 1/02/2019 1/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 16.88
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505284
N: 7043086
R.L: 16.93
Location 1 : E: 505389 E: 505356 E: 505342 E: 505311 E: 05296
Location 2 : N: 7043146 N: 7043111 N: 7043113 N: 7043107 N: 7043094
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:15 09:20 09:25 09:30 09:35 09:40
S/044523
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
17/01/2019 17/01/2019
S/044520
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/044521 S/044522
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.32 R.L: 16.55 R.L: 16.63 R.L: 16.72
Sample Number : S/044519
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/044524
Date Tested : 17/01/2019 17/01/2019 17/01/2019 17/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.7% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 89/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 6/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.07 2.04 2.07 2.22
Density Test Results
Wet Density Ratio : 97.0% 97.5% 102.5% 100.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.2% CV(max) = 101.5% Mean = 99.4%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 0.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Wet of OMC 2.5% Wet of OMC 0.5% Dry of OMC
Field Moisture Content : 18.5% 17.0% 27.0% 11.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 0.0% ‐2.0% ‐2.5% 0.5%
PCWD (t/m3) : 2.13 2.09 2.02 2.21
MDR Test Results
S/044525 S/044526 S/044527 S/044528
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 2/02/2019 2/02/2019 2/02/2019 2/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505266 E: 505249 E: 505201 E: 505223
Location 2 : N: 7043081 N: 7043072 N: 7043069 N: 7043071
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 09:45 09:50 09:55 10:00
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/044526
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/044527 S/044528
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.12 R.L: 17.00 R.L: 16.85 R.L: 16.82
Sample Number : S/044525
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 17/01/2019 17/01/2019 17/01/2019 17/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.6% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 89/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 6/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 91/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 8/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/045830
Date Tested : 4/02/2019 4/02/2019 4/02/2019 4/02/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.4% n = 6 k = 0.828
S/045827 S/045828
Lot Number : Future Release Future Release Future Release Future Release
R.L: 15.5 R.L: 15.6 R.L: 16.0 R.L: 16.3
Sample Number : S/045825 S/045829
150 / 200
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
4/02/2019 4/02/2019
S/045826
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
Future Release Future Release
Time : 09:10 09:15 09:25 09:30 09:40 09:45
E: 505371
N: 7043048
R.L: 16.1
Location 1 : E: 505455 E: 505442 E: 505427 E: 505406 E :505389
Location 2 : N: 7043061 N: 7043048 N: 7043052 N: 7043060 N: 7043059
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 16.1
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 7/02/2019 7/02/2019 7/02/2019 7/02/2019 7/02/2019 7/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/045830S/045825 S/045826 S/045827 S/045828 S/045829
Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown
1.99
MDR Test Results
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 4.5% 4.5% 1.5% 2.0% 3.5%
PCWD (t/m3) : 1.96 1.98 1.99 1.95 2.04
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 4.5% Dry of OMC
10.0% 16.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
4.5% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC 3.5% Dry of OMC
±2% of OMC
Field Moisture Content : 15.5% 8.0% 7.5% 11.0%
2.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 98.0% 95.0% 95.0% 98.0% 95.5% 96.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.1% CV(max) = 97.4% Mean = 96.3%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.93 1.88 1.89 1.91 1.95
95%
1.92
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.95 1.94 2.08 2.11 2.17
95%
2.16
Density Test Results
Wet Density Ratio : 97.5% 96.0% 102.0% 100.5% 99.5% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.5% CV(max) = 101.0% Mean = 99.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.5% Dry of OMC
14.5% 20.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 0.5% Wet of OMC 2.5% Dry of OMC 1.0% Wet of OMC
±2% of OMC
Field Moisture Content : 17.0% 20.5% 21.0% 13.5%
0.5% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
‐0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.5% ‐0.5% ‐0.5% 2.5% ‐1.0%
PCWD (t/m3) : 2.00 2.02 2.04 2.10 2.19 2.16
MDR Test Results
S/044688S/044683 S/044684 S/044685 S/044686 S/044687
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 9/02/2019 9/02/2019 9/02/2019 9/02/2019 9/02/2019 9/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.91
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505425
N: 7043146
R.L: 15.87
Location 1 : E: 505521 E: 505499 E: 505468 E: 505457 E: 505430
Location 2 : N: 7043126 N: 7043117 N: 7043130 N: 7043125 N: 7043129
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:00 09:05 09:10 09:15 09:20 09:25
S/044687
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
18/01/2019 18/01/2019
S/044684
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/044685 S/044686
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.70 R.L: 15.87 R.L: 15.87 R.L: 15.85
Sample Number : S/044683
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/044688
Date Tested : 18/01/2019 18/01/2019 18/01/2019 18/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.2% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 92/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.12 2.15 2.12 2.17
Density Test Results
Wet Density Ratio : 102.0% 99.5% 102.0% 103.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 100.4% CV(max) = 103.1% Mean = 101.8%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 1.0% Wet of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 2.0% Dry of OMC 0.0% Wet of OMC
Field Moisture Content : 25.0% 19.5% 11.5% 24.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : ‐1.0% 2.0% 2.0% 0.0%
PCWD (t/m3) : 2.09 2.16 2.08 2.09
MDR Test Results
S/044689 S/044690 S/044691 S/044692
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 9/02/2019 9/02/2019 9/02/2019 9/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505478 E: 505483 E: 505518 E: 505520
Location 2 : N: 7043146 N: 7043141 N: 7043144 N: 7043141
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 09:30 09:35 09:40 09:45
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/044690
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/044691 S/044692
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.80 R.L: 15.85 R.L: 15.72 R.L: 15.68
Sample Number : S/044689
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 18/01/2019 18/01/2019 18/01/2019 18/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.7% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 93/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.25 2.17 2.11 2.23 2.15
95%
2.10
Density Test Results
Wet Density Ratio : 98.0% 102.0% 100.5% 100.5% 103.5% 95.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.6% CV(max) = 102.4% Mean = 100.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
14.5% 23.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 0.0% Wet of OMC 0.0% Dry of OMC 0.5% Wet of OMC
±2% of OMC
Field Moisture Content : 8.0% 12.5% 16.5% 12.5%
0.0% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% ‐0.5% 0.0% 0.0% ‐0.5%
PCWD (t/m3) : 2.30 2.12 2.10 2.22 2.07 2.20
MDR Test Results
S/044746S/044741 S/044742 S/044743 S/044744 S/044745
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 2/02/2019 2/02/2019 2/02/2019 2/02/2019 2/02/2019 9/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.68
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505487
N: 7043101
R.L: 15.59
Location 1 : E: 505354 E: 505378 E: 505416 E: 505442 E: 505474
Location 2 : N: 7043100 N: 7043096 N: 7043106 N: 7043108 N: 7043114
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:25 09:30 09:35 09:40 09:45 09:50
S/044745
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
19/01/2019 19/01/2019
S/044742
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/044743 S/044744
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.96 R.L: 15.92 R.L:15.79 R.L: 15.61
Sample Number : S/044741
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/044746
Date Tested : 19/01/2019 19/01/2019 19/01/2019 19/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.9% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 94/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 95/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 19/01/2019 19/01/2019 19/01/2019 19/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.1% n = 4 k = 0.828
S/044749 S/044750
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.68 R.L: 15.86 R.L: 15.89 R.L: 16.09
Sample Number : S/044747
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/044748
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 09:55 10:00 10:05 10:10
Location 1 : E: 505513 E: 505434 E: 505411 E: 505385
Location 2 : N: 7043104 N: 7043119 N: 7043116 N: 7043117
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/02/2019 8/02/2019 8/02/2019 8/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/044747 S/044748 S/044749 S/044750
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : ‐2.0% ‐0.5% ‐0.5% 2.0%
PCWD (t/m3) : 2.08 2.16 2.13 2.04
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 2.0% Wet of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 0.5% Wet of OMC 2.0% Dry of OMC
Field Moisture Content : 23.5% 6.5% 12.0% 17.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 100.5% 100.5% 101.0% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.9% CV(max) = 101.4% Mean = 99.6%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.10 2.17 2.15 1.96
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.09 2.12 1.99 2.15 2.17
95%
1.99
Density Test Results
Wet Density Ratio : 98.0% 102.0% 103.0% 100.0% 99.5% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.9% CV(max) = 101.9% Mean = 100.4%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.0% Dry of OMC
18.0% 21.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 0.0% Dry of OMC 2.0% Dry of OMC 0.5% Dry of OMC
±2% of OMC
Field Moisture Content : 21.0% 24.0% 25.5% 15.5%
0.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% 0.5% 0.0% 2.0% 0.5%
PCWD (t/m3) : 2.13 2.08 1.92 2.14 2.18 1.99
MDR Test Results
S/044848S/044843 S/044844 S/044845 S/044846 S/044847
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 9/02/2019 9/02/2019 9/02/2019 9/02/2019 9/02/2019 9/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.91
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505404
N: 7043096
R.L: 16.0618
Location 1 : E: 505517 E: 505498 E: 505478 E: 505481 E: 505439
Location 2 : N: 7043082 N: 7043100 N: 7043096 N: 7043095 N: 7043096
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:35 09:40 09:45 09:50 09:55 10:00
S/044847
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
21/01/2019 21/01/2019
S/044844
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/044845 S/044846
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.92 R.L: 15.94 R.L:16.00 R.L: 15.86
Sample Number : S/044843
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/044848
Date Tested : 21/01/2019 21/01/2019 21/01/2019 21/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.8% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 96/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 97/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 21/01/2019 21/01/2019 21/01/2019 21/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.5% n = 4 k = 0.828
S/044851 S/044852
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.26 R.L: 16.27 R.L: 16.05 R.L: 16.15
Sample Number : S/044849
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/044850
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 10:05 10:10 10:15 10:20
Location 1 : E: 505384 E: 505360 E: 505357 E: 505338
Location 2 : N: 7043110 N: 7043097 N: 7043100 N: 7043093
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 9/02/2019 9/02/2019 9/02/2019 9/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/044849 S/044850 S/044851 S/044852
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : ‐0.5% 2.0% 2.5% 2.0%
PCWD (t/m3) : 1.98 2.06 2.08 2.04
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 0.5% Wet of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 2.5% Dry of OMC 2.0% Dry of OMC
Field Moisture Content : 27.5% 21.0% 12.0% 17.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 97.0% 98.5% 103.0% 99.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.4% CV(max) = 101.6% Mean = 99.5%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.92 2.03 2.15 2.03
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 98/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/044953
Date Tested : 22/01/2019 22/01/2019 22/01/2019 22/01/2019
Import
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.4% n = 6 k = 0.828
S/044950 S/044951
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.4 R.L: 15.4 R.L: 15.4 R.L: 15.4
Sample Number : S/044948 S/044952
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Import Import Import Import
22/01/2019 22/01/2019
S/044949
Import
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 12:45 12:50 12:55 13:00 13:05 13:10
E: 505458
N: 7043047
R.L: 15.4
Location 1 : E: 505505 E: 505499 E: 505484 E: 505472 E: 505489
Location 2 : N: 7043042 N: 7043053 N: 7043057 N: 7043053 N: 7043049
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 15.6
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/02/2019 8/02/2019 8/02/2019 8/02/2019 8/02/2019 8/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/044953S/044948 S/044949 S/044950 S/044951 S/044952
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.17
MDR Test Results
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐2.0% ‐2.5% 0.0% 1.5% 2.0%
PCWD (t/m3) : 2.19 2.13 2.11 2.19 2.10
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.0% Wet of OMC
10.5% 12.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Wet of OMC 0.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 11.5% 26.5% 26.0% 13.0%
2.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 98.5% 96.0% 98.0% 102.0% 102.0% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.4% CV(max) = 101.4% Mean = 99.4%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.15 2.05 2.07 2.23 2.15
95%
2.16
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 99/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 22/01/2019 22/01/2019 22/01/2019 22/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.9% n = 4 k = 0.828
S/044956 S/044957
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.6 R.L: 15.5 R.L: 15.4 R.L: 15.5
Sample Number : S/044954
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Import Import Import Import
S/044955
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 13:15 13:20 13:25 13:30
Location 1 : E: 505420 E: 505444 E: 505477 E: 505473
Location 2 : N: 7043048 N: 7043060 N: 7043061 N: 7043063
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/02/2019 8/02/2019 8/02/2019 8/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/044954 S/044955 S/044956 S/044957
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 0.5% 0.5% 0.5% ‐1.0%
PCWD (t/m3) : 2.15 2.24 2.27 2.06
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 0.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 0.5% Dry of OMC 1.0% Wet of OMC
Field Moisture Content : 11.0% 9.5% 9.5% 17.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 97.5% 101.5% 99.5% 101.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.4% CV(max) = 101.6% Mean = 100.0%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.09 2.28 2.26 2.09
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 100/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/045067
Date Tested : 23/01/2019 23/01/2019 23/01/2019 23/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.7% n = 6 k = 0.828
S/045064 S/045065
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.2 R.L: 16.4 R.L: 16.3 R.L: 16.4
Sample Number : S/045062 S/045066
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
23/01/2019 23/01/2019
S/045063
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 10:10 10:20 10:30 10:40 10:50 11:00
E: 505353
N: 7043057
R.L: 16.4
Location 1 : E: 505426 E: 505417 E: 505402 E: 505402 E: 505373
Location 2 : N: 7043057 N: 7043055 N: 7043059 N: 7043058 N: 7043057
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 16.3
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/02/2019 8/02/2019 8/02/2019 8/02/2019 8/02/2019 8/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/045067S/045062 S/045063 S/045064 S/045065 S/045066
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
1.91
MDR Test Results
2.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% ‐0.5% ‐0.5% 1.5% 2.5%
PCWD (t/m3) : 1.99 2.00 2.00 1.92 1.91
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 0.0% Wet of OMC
10.5% 10.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 0.5% Wet of OMC 1.5% Dry of OMC 2.5% Dry of OMC
±2% of OMC
Field Moisture Content : 15.5% 11.5% 11.0% 11.5%
2.5% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 99.5% 98.5% 100.5% 95.5% 98.0% 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.0% CV(max) = 99.8% Mean = 98.4%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.99 1.97 2.01 1.84 1.88
95%
1.88
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 101/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 23/01/2019 23/01/2019 23/01/2019 23/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.4% n = 4 k = 0.828
S/045070 S/045071
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.2 R.L: 16.5 R.L: 16.5 R.L: 16.4
Sample Number : S/045068
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/045069
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 11:10 11:20 11:30 11:40
Location 1 : E: 505353 E: 505340 E: 505354 E: 505374
Location 2 : N: 7043057 N: 7043057 N: 7043056 N: 7043059
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/02/2019 8/02/2019 8/02/2019 8/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/045068 S/045069 S/045070 S/045071
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 3.0% 1.0% 2.0% 0.5%
PCWD (t/m3) : 1.98 2.04 1.92 2.00
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 3.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 2.0% Dry of OMC 0.5% Dry of OMC
Field Moisture Content : 11.5% 11.0% 13.5% 16.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 101.0% 100.0% 103.0% 95.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.9% CV(max) = 102.6% Mean = 99.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.00 2.05 1.98 1.90
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.00 1.99 2.00 1.94 2.07
95%
2.00
Density Test Results
Wet Density Ratio : 98.0% 103.5% 98.5% 100.0% 100.0% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.8% CV(max) = 101.4% Mean = 99.6%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.5% Wet of OMC
14.5% 12.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
At OMC 0.5% Wet of OMC 2.5% Wet of OMC 0.5% Dry of OMC
±2% of OMC
Field Moisture Content : 21.0% 18.5% 20.0% 26.5%
0.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐2.5% 0.0% ‐0.5% ‐2.5% 0.5%
PCWD (t/m3) : 2.04 1.92 2.03 1.94 2.08 2.05
MDR Test Results
S/045111S/045106 S/045107 S/045108 S/045109 S/045110
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 9/02/2019 9/02/2019 9/02/2019 9/02/2019 9/02/2019 9/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 16.0
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505319
N: 7043089
R.L: 16.1
Location 1 : E: 505236 E: 505253 E: 505272 E: 505287 E: 505311
Location 2 : N: 7043045 N: 7043059 N: 7043069 N: 7043075 N: 7043086
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 13:05 13:15 13:25 13:35 13:45 13:55
S/045110
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
23/01/2019 23/01/2019
S/045107
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/045108 S/045109
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.0 R.L: 16.2 R.L: 16.0 R.L: 15.9
Sample Number : S/045106
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/045111
Date Tested : 23/01/2019 23/01/2019 23/01/2019 23/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.2% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 102/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.04 1.95 1.89 1.94
Density Test Results
Wet Density Ratio : 95.5% 95.5% 95.0% 97.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.0% CV(max) = 96.5% Mean = 95.8%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 0.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
3.0% Wet of OMC 3.0% Wet of OMC 3.0% Wet of OMC
Field Moisture Content : 11.5% 19.0% 23.0% 24.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 0.0% ‐3.0% ‐3.0% ‐3.0%
PCWD (t/m3) : 2.13 2.05 1.99 2.00
MDR Test Results
S/045112 S/045113 S/045114 S/045115
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 9/02/2019 9/02/2019 9/02/2019 9/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505321 E: 505292 E: 505275 E: 505244
Location 2 : N: 7043096 N: 7043081 N: 7043075 N: 7043060
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 14:05 14:15 14:25 14:35
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/045113
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/045114 S/045115
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.2 R.L: 16.3 R.L: 16.2 R.L: 16.2
Sample Number : S/045112
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 23/01/2019 23/01/2019 23/01/2019 23/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.9% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 103/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.07 2.06 1.95 2.05 2.00
95%
2.11
Density Test Results
Wet Density Ratio : 102.5% 98.5% 95.0% 100.0% 100.5% 101.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.5% CV(max) = 101.9% Mean = 99.7%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 5.0% Dry of OMC
8.5% 6.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 3.0% Dry of OMC 2.5% Dry of OMC 3.0% Dry of OMC
±2% of OMC
Field Moisture Content : 8.5% 7.5% 8.5% 7.5%
2.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ 2.0% ‐ ‐ 3.0%
2.5%
ADJ PCWD (t/m3) : ‐ 2.10 ‐ ‐
‐
Soil Description :
1.99 ‐
Moisture Variation : 5.0% 2.0% 3.0% 2.5% 3.5%
PCWD (t/m3) : 2.02 2.09 2.05 2.06 1.99 2.08
MDR Test Results
S/045353S/045348 S/045349 S/045350 S/045351 S/045352
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 14/02/2019 14/02/2019 14/02/2019 14/02/2019 14/02/2019 14/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ 2% ‐ ‐ 1%
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 16.26
Oversize Wet : ‐ 2% ‐ ‐ 1%
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505243
N: 7043026
R.L: 16.31
Location 1 : E: 505330 E: 505306 E: 505289 E: 505296 E: 505257
Location 2 : N: 7043055 N: 7043036 N: 7043040 N: 7043043 N: 7043022
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:05 09:10 09:15 09:20 09:25 09:30
S/045352
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
29/01/2019 29/01/2019
S/045349
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/045350 S/045351
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.13 R.L: 16.25 R.L: 16.20 R.L: 16.19
Sample Number : S/045348
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/045353
Date Tested : 29/01/2019 29/01/2019 29/01/2019 29/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ 2.410
Std. Dev. = 2.7% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
2.430 ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 104/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 21/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.13 2.12 2.11 2.14 1.97
95%
2.02
Density Test Results
Wet Density Ratio : 100.0% 97.5% 99.5% 101.5% 95.5% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.8% CV(max) = 100.4% Mean = 98.6%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : At OMC
10.5% 10.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Dry of OMC 3.5% Dry of OMC 2.5% Dry of OMC 0.5% Wet of OMC
±2% of OMC
Field Moisture Content : 17.0% 7.5% 14.5% 9.0%
0.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% 0.0% 3.5% 2.5% ‐0.5%
PCWD (t/m3) : 2.13 2.17 2.12 2.10 2.07 2.07
MDR Test Results
S/045447S/045442 S/045443 S/045444 S/045445 S/045446
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 13/02/2019 13/02/2019 13/02/2019 13/02/2019 13/02/2019 13/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.20
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505338
N: 7043034
R.L: 15.16
Location 1 : E: 505321 E: 505303 E: 505304 E: 505318 E: 505339
Location 2 : N: 7043028 N: 7043014 N: 7043025 N: 7043032 N: 7043037
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:05 09:10 09:15 09:20 09:25 09:30
S/045446
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
30/01/2019 30/01/2019
S/045443
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/045444 S/045445
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.24 R.L: 15.29 R.L:15.30 R.L: 15.26
Sample Number : S/045442
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/045447
Date Tested : 30/01/2019 30/01/2019 30/01/2019 30/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.2% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 105/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 21/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.09 2.16 2.07 2.12 2.07
95%
2.12
Density Test Results
Wet Density Ratio : 99.0% 102.5% 99.0% 98.0% 100.0% 101.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.6% CV(max) = 101.4% Mean = 100.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.5% Wet of OMC
15.5% 11.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 0.0% Wet of OMC 0.0% Dry of OMC 0.5% Dry of OMC
±2% of OMC
Field Moisture Content : 23.5% 22.5% 23.0% 16.5%
3.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
3.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐0.5% ‐0.5% 0.0% 0.0% 0.5%
PCWD (t/m3) : 2.11 2.11 2.09 2.17 2.07 2.08
MDR Test Results
S/045536S/045531 S/045532 S/045533 S/045534 S/045535
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 14/02/2019 14/02/2019 14/02/2019 14/02/2019 14/02/2019 14/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.71
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505301
N: 7043012
R.L: 15.40
Location 1 : E: 505373 E: 505365 E: 505345 E: 505333 E: 505311
Location 2 : N: 7043017 N: 7043007 N: 7043025 N: 7043015 N: 7043019
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 10:00 10:05 10:10 10:15 10:20 10:25
S/045535
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
31/01/2019 31/01/2019
S/045532
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/045533 S/045534
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.36 R.L: 15.49 R.L:15.65 R.L: 15.65
Sample Number : S/045531
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/045536
Date Tested : 31/01/2019 31/01/2019 31/01/2019 31/01/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.7% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 106/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 21/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 14/02/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.08 2.14 2.14 2.25
Density Test Results
Wet Density Ratio : 100.0% 97.5% 99.5% 101.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.3% CV(max) = 101.0% Mean = 99.6%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 5.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.5% Dry of OMC 1.0% Dry of OMC
Field Moisture Content : 6.0% 9.0% 8.0% 9.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ 1.5% ‐ ‐
ADJ PCWD (t/m3) : ‐ 2.20 ‐ ‐
Soil Description :
Moisture Variation : 5.0% 1.5% 2.5% 1.0%
PCWD (t/m3) : 2.08 2.19 2.15 2.21
MDR Test Results
S/045354 S/045355 S/045356 S/045357
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 20/02/2019 20/02/2019 20/02/2019 20/02/2019
MDR Sample Number :
Oversize Dry : ‐ 2% ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ 2% ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505324 E: 505305 E: 505296 E: 505270
Location 2 : N: 7043042 N: 7043043 N: 7043034 N: 7043036
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 09:35 09:40 09:45 09:50
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/045355
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/045356 S/045357
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.83 R.L: 16.10 R.L: 16.19 R.L: 16.30
Sample Number : S/045354
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 29/01/2019 29/01/2019 29/01/2019 29/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ 2.48
Std. Dev. = 1.7% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 108/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 14/02/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 109/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 30/01/2019 30/01/2019 30/01/2019 30/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.0% n = 4 k = 0.828
S/045450 S/045451
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.23 R.L: 15.26 R.L: 15.23 R.L: 15.32
Sample Number : S/045448
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/045449
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 09:35 09:40 09:45 09:50
Location 1 : E: 505331 E: 505316 E: 505305 E: 505290
Location 2 : N: 7043020 N: 7043018 N: 7043014 N: 7043006
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 20/02/2019 20/02/2019 20/02/2019 20/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/045448 S/045449 S/045450 S/045451
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 2.0% 1.5% 2.0% 2.5%
PCWD (t/m3) : 2.09 2.15 1.95 2.00
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 2.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.0% Dry of OMC 2.5% Dry of OMC
Field Moisture Content : 8.5% 10.5% 9.5% 8.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 102.0% 101.5% 97.5% 96.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.8% CV(max) = 101.7% Mean = 99.3%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.13 2.18 1.90 1.92
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 110/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 31/01/2019 31/01/2019 31/01/2019 31/01/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.7% n = 4 k = 0.828
S/045539 S/045540
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.75 R.L: 15.96 R.L: 15.73 R.L: 15.77
Sample Number : S/045537
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/045538
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 10:30 10:35 10:40 10:45
Location 1 : E: 505286 E: 505320 E: 505354 E: 505371
Location 2 : N: 7043011 N: 7043029 N: 7043043 N: 7043033
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 15/02/2019 15/02/2019 15/02/2019 15/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/045537 S/045538 S/045539 S/045540
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : ‐0.5% ‐0.5% ‐1.0% ‐0.5%
PCWD (t/m3) : 2.22 2.17 2.06 1.97
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 0.5% Wet of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 1.0% Wet of OMC 0.5% Wet of OMC
Field Moisture Content : 10.5% 13.0% 24.5% 21.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 101.0% 102.0% 98.5% 99.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.8% CV(max) = 101.5% Mean = 100.1%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.24 2.22 2.03 1.95
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 111/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/045658
Date Tested : 1/02/2019 1/02/2019 1/02/2019 1/02/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.4% n = 6 k = 0.828
S/045655 S/045656
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.62 R.L: 15.75 R.L:15.79 R.L: 15.60
Sample Number : S/045653 S/045657
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
1/02/2019 1/02/2019
S/045654
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 09:10 09:15 09:20 09:25 09:30 09:35
E: 505508
N: 7043023
R.L: 15.26
Location 1 : E: 505378 E: 505412 E: 505437 E: 505464 E: 505486
Location 2 : N: 7043043 N: 7043044 N: 7043044 N: 7043041 N: 7043038
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 15.87
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 16/02/2019 16/02/2019 16/02/2019 16/02/2019 16/02/2019 16/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/045658S/045653 S/045654 S/045655 S/045656 S/045657
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
1.93
MDR Test Results
‐3.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 3.0% ‐3.5% ‐0.5% ‐3.0% ‐3.5%
PCWD (t/m3) : 2.05 2.03 1.93 1.92 1.94
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 3.0% Dry of OMC
27.5% 29.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
3.5% Wet of OMC 0.5% Wet of OMC 3.0% Wet of OMC 3.5% Wet of OMC
±2% of OMC
Field Moisture Content : 12.5% 28.0% 19.0% 28.5%
3.5% Wet of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 100.5% 98.0% 98.5% 99.0% 96.5% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.6% CV(max) = 99.9% Mean = 98.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.06 1.99 1.91 1.90 1.87
95%
1.92
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 112/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 1/02/2019 1/02/2019 1/02/2019 1/02/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.6% n = 4 k = 0.828
S/045661 S/045662
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.40 R.L: 15.47 R.L: 15.82 R.L: 15.75
Sample Number : S/045659
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/045660
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 09:40 09:45 09:50 09:55
Location 1 : E: 505465 E: 505492 E: 505510 E: 505502
Location 2 : N: 7043019 N: 7043025 N: 7043039 N: 7043015
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 16/02/2019 16/02/2019 16/02/2019 16/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/045659 S/045660 S/045661 S/045662
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : ‐3.0% ‐4.5% ‐3.0% ‐3.0%
PCWD (t/m3) : 1.94 1.85 1.93 1.95
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 3.0% Wet of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
4.5% Wet of OMC 3.0% Wet of OMC 3.0% Wet of OMC
Field Moisture Content : 26.5% 27.5% 27.0% 27.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 100.0% 94.0% 99.0% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.5% CV(max) = 99.8% Mean = 97.6%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.94 1.74 1.91 1.90
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 14/02/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 113/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 4/02/2019 4/02/2019 4/02/2019 4/02/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.7% n = 4 k = 0.828
S/045833 S/045834
Lot Number : Future Release Future Release Future Release Future Release
R.L: 16.2 R.L: 16.3 R.L: 16.3 R.L: 16.2
Sample Number : S/045831
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/045832
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
Time : 09:50 09:55 10:00 10:05
Location 1 : E: 505374 E: 505398 E: 505413 E: 505475
Location 2 : N: 7043045 N: 7043042 N: 7043039 N: 7043044
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 7/02/2019 7/02/2019 7/02/2019 7/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/045831 S/045832 S/045833 S/045834
Silty Clay ‐ Brown Silty Clay ‐ Brown Silty Clay ‐ Brown Silty Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 0.5% 2.5% 0.5% 0.0%
PCWD (t/m3) : 1.98 1.96 2.02 2.01
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 0.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 0.5% Dry of OMC 0.0% Dry of OMC
Field Moisture Content : 17.5% 14.5% 16.0% 17.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 96.0% 96.0% 97.5% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.9% CV(max) = 97.1% Mean = 96.5%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.90 1.88 1.98 1.94
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.94 1.82 1.85 1.95 1.90
Density Test Results
Wet Density Ratio : 100.0% 96.0% 97.0% 100.0% 98.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.7% CV(max) = 99.7% Mean = 98.2%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Variation from OMC : 0.5% Wet of OMC
28.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Dry of OMC At OMC 0.5% Wet of OMC 0.0% Wet of OMC
Field Moisture Content : 24.0% 22.0% 26.5% 23.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
‐
Moisture Variation : ‐0.5% 0.0% 0.0% ‐0.5% 0.0%
PCWD (t/m3) : 1.94 1.89 1.90 1.94 1.93
MDR Test Results
S/046170 S/046171 S/046172 S/046173 S/046174
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 20/02/2019 20/02/2019 20/02/2019 20/02/2019 20/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
N:7042838
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
Location 1 : ‐ ‐ ‐ ‐ ‐
Location 2 : E: 505125 E: 505122 E: 505122 E: 505120 E: 505128
Location 4 : RL:16.2 RL:16.2 RL:16.0 RL:16.0 RL:15.9
Location 3 :
0
Time : 09:35 09:40 09:45 09:50 09:55
S/046174
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
11/02/2019
S/046171
Onsite
AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/046172 S/046173
Lot Number : ‐ ‐ ‐ ‐
N:7042797 N:7042813 N:7042826 N:7042838
Sample Number : S/046170
‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 11/02/2019 11/02/2019 11/02/2019 11/02/2019
Material Type : General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.8% n = 5 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 114/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19/01/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.06 2.01 2.03 2.03 2.01
95%
2.04
Density Test Results
Wet Density Ratio : 98.0% 100.0% 101.0% 97.5% 100.0% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.3% CV(max) = 100.5% Mean = 99.4%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.5% Wet of OMC
17.0% 21.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Wet of OMC 0.0% Wet of OMC At OMC 0.0% Wet of OMC
±2% of OMC
Field Moisture Content : 18.0% 17.5% 17.5% 18.0%
0.5% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
‐0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐0.5% 0.0% 0.0% 0.0% 0.0%
PCWD (t/m3) : 2.10 2.00 2.01 2.09 2.01 2.04
MDR Test Results
S/046430S/046425 S/046426 S/046427 S/046428 S/046429
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 22/02/2019 22/02/2019 22/02/2019 22/02/2019 22/02/2019 22/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 17.90
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505126
N: 7042859
R.L: 17.80
Location 1 : E: 505136 E: 505125 E: 505123 E: 505131 E: 505126
Location 2 : N: 7042828 N: 7042813 N: 7042821 N: 7042839 N: 7042852
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
Release 10 Release 10
Time : 12:15 12:20 12:25 12:30 12:40 12:45
S/046429
150 / 200
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
13/02/2019 13/02/2019
S/046426
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
S/046427 S/046428
Lot Number : Release 10 Release 10 Release 10 Release 10
R.L: 17.70 R.L: 17.70 R.L: 17.80 R.L: 17.70
Sample Number : S/046425
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/046430
Date Tested : 13/02/2019 13/02/2019 13/02/2019 13/02/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.4% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforth Report Number : SR/PTP/01303 ‐ 115/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27/02/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 14/02/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 116/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 11/03/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/046721
Date Tested : 15/02/2019 15/02/2019 15/02/2019 15/02/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.8% n = 6 k = 0.828
S/046718 S/046719
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.6 R.L: 16.6 R.L: 16.4 R.L: 16.4
Sample Number : S/046716 S/046720
150 / 200
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
15/02/2019 15/02/2019
S/046717
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
‐ ‐
Time : 11:30 11:35 11:40 11:45 11:50 11:55
E: 505351
N: 7043010
R.L: 16.5
Location 1 : E: 505299 E: 505288 E: 505292 E: 505299 E: 505324
Location 2 : N: 7043017 N: 7043015 N: 7043023 N: 7043023 N: 7043018
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 16.5
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 23/02/2019 23/02/2019 23/02/2019 23/02/2019 23/02/2019 23/02/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/046721S/046716 S/046717 S/046718 S/046719 S/046720
Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown
2.21
MDR Test Results
‐0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% ‐1.0% ‐0.5% ‐0.5% ‐1.0%
PCWD (t/m3) : 2.06 2.07 2.10 2.20 2.17
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 0.0% Dry of OMC
15.5% #N/A
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Wet of OMC 0.5% Wet of OMC 0.5% Wet of OMC 1.0% Wet of OMC
±2% of OMC
Field Moisture Content : 12.0% 11.0% 17.5% 9.5%
0.5% Wet of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 96.5% 97.5% 95.5% 97.0% 96.0% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.0% CV(max) = 97.3% Mean = 96.7%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.99 2.02 2.00 2.13 2.09
95%
2.16
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 14/02/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 117/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 11/03/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 15/02/2019 15/02/2019 15/02/2019 15/02/2019
Material Type : General fill General fill General fill General fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.9% n = 4 k = 0.828
S/046724 S/046725
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.4 R.L: 16.3 R.L: 16.3 R.L: 16.3
Sample Number : S/046722
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/046723
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
Time : 12:00 12:05 12:10 12:15
Location 1 : E: 505362 E: 505346 E: 505338 E: 505324
Location 2 : N: 7043011 N: 7043013 N: 7043007 N: 7043006
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 23/02/2019 23/02/2019 23/02/2019 23/02/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/046722 S/046723 S/046724 S/046725
Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : ‐0.5% 0.0% 0.0% 0.0%
PCWD (t/m3) : 2.18 2.20 2.10 2.08
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 0.5% Wet of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Wet of OMC 0.0% Wet of OMC 0.0% Wet of OMC
Field Moisture Content : 10.5% 11.5% 11.5% 9.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 96.5% 96.0% 96.5% 98.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.0% CV(max) = 97.5% Mean = 96.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.10 2.12 2.03 2.04
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 14/02/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 118/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 11/03/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
2.48 ‐
‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 18/02/2019 18/02/2019 18/02/2019 18/02/2019
Material Type : General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ 2.46
Std. Dev. = 1.6% n = 5 k = 0.828
S/046885 S/046886
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.2 R.L: 15.8 R.L: 15.4 R.L: 15.3
Sample Number : S/046883 S/046887
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
18/02/2019
S/046884
Onsite
AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐
Time : 09:40 09:45 09:50 09:55 10:00
Location 1 : E: 505387 E: 505416 E: 505437 E: 505456 E: 505479
Location 2 : N: 7042997 N: 7042993 N: 70442990 N: 7042985 N:7042984
Location 4 : ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 15.1
Oversize Wet : ‐ 2% 6% ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 1/03/2019 1/03/2019 1/03/2019 1/03/2019 1/03/2019
MDR Sample Number :
Oversize Dry : ‐ 2% 7% ‐ ‐
Assigned MDR (Yes/No) : No No No No No
S/046883 S/046884 S/046885 S/046886 S/046887
Clayey Sand ‐ BrownClayey Sand some
Gravel ‐ Brown
Clayey Sand some
Gravel ‐ BrownClayey Sand ‐ Brown Clayey Sand ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ 2.07 2.05 ‐
Soil Description :
‐
Moisture Variation : 1.5% 3.5% 3.0% 3.5% 3.0%
PCWD (t/m3) : 2.04 2.06 2.03 2.02 2.04
Moisture Test Results :
ADJ Moisture Variation : ‐ 3.5% 3.0% ‐ ‐
Variation from OMC : 1.5% Dry of OMC
8.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
3.5% Dry of OMC 3.0% Dry of OMC 3.5% Dry of OMC 3.0% Dry of OMC
Field Moisture Content : 12.0% 8.0% 8.0% 6.5%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 97.5% 96.0% 95.0% 95.0% 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.1% CV(max) = 97.7% Mean = 96.4%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.99 1.99 1.95 1.92 2.01
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 14/02/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.97 2.02 1.93 2.08 2.21
Density Test Results
Wet Density Ratio : 96.5% 98.0% 95.0% 100.5% 100.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.1% CV(max) = 100.1% Mean = 98.1%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Variation from OMC : 2.5% Dry of OMC
6.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 2.5% Dry of OMC 2.5% Dry of OMC 2.0% Dry of OMC
Field Moisture Content : 7.0% 8.5% 6.0% 8.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
‐
Moisture Variation : 2.5% 2.5% 2.5% 2.5% 2.0%
PCWD (t/m3) : 2.05 2.06 2.03 2.07 2.19
MDR Test Results
S/046954 S/046955 S/046956 S/046957 S/046958
Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown Clayey Sand ‐ Brown
MDR Test Date : 2/03/2019 2/03/2019 2/03/2019 2/03/2019 2/03/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
R.L: 15.9
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505330 E: 505303 E: 505287 E: 505271 E: 505253
Location 2 : N: 7042960 N: 7042959 N: 7042963 N: 7042969 N: 7042969
Location 4 : ‐ ‐ ‐ ‐ ‐
Location 3 :
‐
Time : 09:15 09:20 09:25 09:30 09:35
S/046958
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
19/02/2019
S/046955
Onsite
AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/046956 S/046957
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.3 R.L: 15.4 R.L: 15.7 R.L: 15.7
Sample Number : S/046954
‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 19/02/2019 19/02/2019 19/02/2019 19/02/2019
Material Type : General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.4% n = 5 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 119/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 12/03/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 2/03/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 120/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 12/03/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 22/02/2019 22/02/2019 22/02/2019 22/02/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.1% n = 4 k = 0.828
S/047435 S/047436
Lot Number :Future Release East
Of Release 10
Future Release East
Of Release 10
Future Release East
Of Release 10
Future Release East
Of Release 10
R.L: 14.5 R.L: 14.3 R.L: 14.3 R.L: 14.1
Sample Number : S/047433
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/047434
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 10:40 10:45 10:50 10:55
Location 1 : E: 505323 E: 505324 E: 505326 E: 505329
Location 2 : N: 7042874 N: 7042888 N: 7042898 N: 7042915
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 6/03/2019 6/03/2019 6/03/2019 6/03/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/047433 S/047434 S/047435 S/047436
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 1.5% 1.5% 1.5% 2.0%
PCWD (t/m3) : 1.94 1.95 1.94 2.02
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 1.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC
Field Moisture Content : 20.5% 21.0% 20.0% 23.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 100.5% 101.0% 103.0% 101.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 100.6% CV(max) = 102.4% Mean = 101.5%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.95 1.96 2.00 2.05
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 2/03/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 121/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 12/03/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 21/02/2019 21/02/2019 21/02/2019 21/02/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.7% n = 4 k = 0.828
S/047213 S/047214
Lot Number : ‐ ‐ ‐ ‐
RL: 14.3 RL: 15.0 RL: 15.5 RL: 14.9
Sample Number : S/047211
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
On Site On Site On Site On Site
S/047212
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 10:10 10:20 10:30 10:40
Location 1 : E: 505457 E: 505308 E: 505315 E: 505289
Location 2 : N: 7042663 N: 7042913 N: 7042948 N: 7042901
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 7/03/2019 7/03/2019 7/03/2019 7/03/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/047211 S/047212 S/047213 S/047214
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 2.0% 1.0% 2.5% 1.0%
PCWD (t/m3) : 1.94 2.07 2.02 1.92
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 2.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 2.5% Dry of OMC 1.0% Dry of OMC
Field Moisture Content : 17.5% 13.0% 11.0% 16.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 103.0% 100.5% 96.5% 101.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.0% CV(max) = 102.5% Mean = 100.3%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.99 2.08 1.94 1.94
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 2/03/2019
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 122/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 12/03/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/047210
Date Tested : 21/02/2019 21/02/2019 21/02/2019 21/02/2019
On Site
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.2% n = 6 k = 0.828
S/047207 S/047208
Lot Number : ‐ ‐ ‐ ‐
RL: 14.4 RL: 15.3 RL: 15.6 RL: 14.2
Sample Number : S/047205 S/047209
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
On Site On Site On Site On Site
21/02/2019 21/02/2019
S/047206
On Site
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 09:10 09:20 09:30 09:40 09:50 10:00
E: 505330
N: 7042935
RL: 15.5
Location 1 : E: 505337 E: 505345 E: 505452 E: 505317 E: 505331
Location 2 : N: 7042883 N: 7042923 N: 7042674 N: 7042885 N: 7042914
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : RL: 15.0
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 6/03/2019 6/03/2019 6/03/2019 6/03/2019 6/03/2019 6/03/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/047210S/047205 S/047206 S/047207 S/047208 S/047209
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.04
MDR Test Results
0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% 0.0% 0.0% ‐1.0% 4.0%
PCWD (t/m3) : 1.94 1.96 1.95 2.14 1.97
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : At OMC
14.0% 21.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Dry of OMC At OMC 1.0% Wet of OMC 4.0% Dry of OMC
±2% of OMC
Field Moisture Content : 20.0% 13.0% 16.0% 16.5%
0.5% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 102.0% 101.5% 103.0% 97.0% 98.0% 95.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.8% CV(max) = 102.1% Mean = 99.4%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.98 2.00 2.01 2.07 1.93
95%
1.94
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 14/02/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.97 1.91 1.99 2.07 1.97
95%
1.98
Density Test Results
Wet Density Ratio : 99.5% 96.5% 95.0% 96.5% 97.0% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.8% CV(max) = 98.2% Mean = 97.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
12.5% 11.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
4.0% Dry of OMC 2.5% Wet of OMC 1.5% Dry of OMC 0.5% Dry of OMC
±2% of OMC
Field Moisture Content : #N/A 6.0% 19.0% 12.5%
2.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 4.0% ‐2.5% 1.5% 0.5%
PCWD (t/m3) : 1.98 1.98 2.10 2.14 2.03 2.03
MDR Test Results
S/047136S/047131 S/047132 S/047133 S/047134 S/047135
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 6/03/2019 6/03/2019 6/03/2019 6/03/2019 6/03/2019 6/03/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.2
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505311
N: 7042931
R.L: 15.1
Location 1 : E: 505261 E: 505130 E: 505296 E: 505313 E: 505318
Location 2 : N: 7042958 N: 7042917 N: 7042952 N: 7042951 N: 7042954
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 10:15 10:20 10:25 10:30 10:35 10:40
S/047135
150 / 150
Sampling Method : AS1289.1.2.1 AS1289.1.2.1 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
20/02/2019 20/02/2019
S/047132
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/047133 S/047134
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.2 R.L: 15.1 R.L: 15.4 R.L: 15.4
Sample Number : S/047131
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/047136
Date Tested : 20/02/2019 20/02/2019 20/02/2019 20/02/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.5% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 123/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 12/03/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 14‐02‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 124/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 19‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 20‐02‐19 20‐02‐19 20‐02‐19 20‐02‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.5% n = 4 k = 0.828
S/047139 S/047140
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.0 R.L: 14.9 R.L: 14.8 R.L: 14.7
Sample Number : S/047137
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/047138
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 10:45 10:50 10:55 11:00
Location 1 : E: 505285 E: 505452 E: 505259 E: 505452
Location 2 : N: 7042943 N: 7042674 N: 7042958 N: 7042674
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 10‐03‐19 10‐03‐19 10‐03‐19 10‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/047137 S/047138 S/047139 S/047140
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 1.5% 1.5% 2.5% 2.5%
PCWD (t/m3) : 1.93 1.93 2.10 2.11
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 1.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.5% Dry of OMC 2.5% Dry of OMC
Field Moisture Content : 14.0% 15.5% 9.5% 8.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 101.0% 100.0% 100.0% 95.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.1% CV(max) = 101.2% Mean = 99.1%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.95 1.93 2.10 2.02
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.98 2.21 2.07 2.04 2.03
95%
2.02
Density Test Results
Wet Density Ratio : 95.0% 101.5% 99.0% 98.0% 97.0% 97.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.2% CV(max) = 102.7% Mean = 100.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.5% Dry of OMC
8.5% 13.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 1.0% Dry of OMC 1.5% Dry of OMC 3.0% Dry of OMC
±2% of OMC
Field Moisture Content : 9.0% 12.0% 12.5% 11.0%
0.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.5% 1.5% 1.0% 1.5% 3.0%
PCWD (t/m3) : 2.08 2.18 2.09 2.08 2.09 2.08
MDR Test Results
S/047280S/047275 S/047276 S/047277 S/047278 S/047279
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
RL: 15.8
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505206
N: 7042929
RL: 15.9
Location 1 : E: 505525 E: 505204 E: 505199 E: 505216 E: 505451
Location 2 : N: 7045261 N: 7042904 N: 7042933 N: 7042900 N: 7042674
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 01:00 01:10 01:20 01:30 01:40 01:50
S/047279
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
21‐02‐19 21‐02‐19
S/047276
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/047277 S/047278
Lot Number : ‐ ‐ ‐ ‐
RL: 15.5 RL: 15.7 RL: 16.0 RL: 15.4
Sample Number : S/047275
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/047280
Date Tested : 21‐02‐19 21‐02‐19 21‐02‐19 21‐02‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.3% n = 10 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 125/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 19‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 125/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 19‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 21‐02‐19 21‐02‐19 21‐02‐19 21‐02‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.9% n = 10 k = 0.828
S/047283 S/047284
Lot Number : ‐ ‐ ‐ ‐
RL: 15.4 RL: 15.7 RL: 15.9 RL: 15.4
Sample Number : S/047281
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/047282
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 02:00 02:05 02:10 02:15
Location 1 : E: 505207 E: 505221 E: 505452 E: 505224
Location 2 : N: 7042891 N: 7042913 N: 7042672 N: 7042898
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/047281 S/047282 S/047283 S/047284
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 0.0% 0.0% 0.0% 0.0%
PCWD (t/m3) : 1.95 1.92 1.87 1.90
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 0.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Wet of OMC 0.0% Wet of OMC 0.0% Wet of OMC
Field Moisture Content : 17.5% 18.5% 19.0% 21.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 102.5% 104.0% 100.5% 105.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.2% CV(max) = 103.7% Mean = 100.5%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.00 1.99 1.88 2.00
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.01 1.97 1.97 1.95 1.83
95%
1.92
Density Test Results
Wet Density Ratio : 101.0% 101.0% 100.0% 102.0% 100.5% 102.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 100.4% CV(max) = 101.9% Mean = 101.2%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.5% Wet of OMC
26.5% 26.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Wet of OMC 0.0% Wet of OMC 0.0% Wet of OMC 0.5% Dry of OMC
±2% of OMC
Field Moisture Content : 21.0% 21.0% 18.5% 24.5%
1.0% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
‐1.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐0.5% 0.0% 0.0% 0.0% 0.5%
PCWD (t/m3) : 1.99 1.94 1.97 1.91 1.82 1.88
MDR Test Results
S/047432S/047427 S/047428 S/047429 S/047430 S/047431
Sandy Clay ‐ Light
Brown
Sandy Clay ‐ Light
Brown
Sandy Clay ‐ Light
Brown
Sandy Clay ‐ Light
Brown
Sandy Clay ‐ Light
Brown
Sandy Clay ‐ Light
Brown
MDR Test Date : 12‐03‐19 12‐03‐19 12‐03‐19 12‐03‐19 12‐03‐19 12‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 14.9
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E:505318
N: 7042863
R.L: 14.7
Location 1 : E: 505338 E: 505336 E: 505333 E: 505330 E: 505327
Location 2 : N: 7042912 N: 7042898 N: 7042884 N: 7042869 N: 7042860
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
Future Release East
Of Release 10
Future Release East
Of Release 10
Time : 10:10 10:15 10:20 10:25 10:30 10:35
S/047431
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
22‐02‐19 22‐02‐19
S/047428
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/047429 S/047430
Lot Number :Future Release East
Of Release 10
Future Release East
Of Release 10
Future Release East
Of Release 10
Future Release East
Of Release 10
R.L: 14.5 R.L: 14.9 R.L: 15.0 R.L: 15.1
Sample Number : S/047427
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/047432
Date Tested : 22‐02‐19 22‐02‐19 22‐02‐19 22‐02‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.9% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 126/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 19‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.80 1.97 1.89 2.02 1.92
95%
2.00
Density Test Results
Wet Density Ratio : 95.5% 97.5% 95.0% 100.0% 97.0% 95.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.1% CV(max) = 98.3% Mean = 96.7%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.5% Wet of OMC
17.5% 11.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 1.5% Dry of OMC 1.5% Dry of OMC 1.5% Dry of OMC
±2% of OMC
Field Moisture Content : 18.5% 18.5% 16.0% 14.0%
1.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
1.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : ‐0.5% ‐0.5% 1.5% 1.5% 1.5%
PCWD (t/m3) : 1.89 2.02 1.99 2.01 1.98 2.10
MDR Test Results
S/047652S/047647 S/047648 S/047649 S/047650 S/047651
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 14‐03‐19 14‐03‐19 14‐03‐19 14‐03‐19 14‐03‐19 14‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 16.2
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505190
N: 7042934
R.L: 16.1
Location 1 : E: 505204 E: 505194 E: 505199 E: 505452 E: 505197
Location 2 : N: 7042856 N: 7042885 N: 7042900 N: 7047673 N: 7042940
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 02:10 02:20 02:25 02:30 02:35 02:40
S/047651
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
25‐02‐19 25‐02‐19
S/047648
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/047649 S/047650
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.0 R.L: 15.5 R.L: 15.9 R.L: 15.8
Sample Number : S/047647
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/047652
Date Tested : 25‐02‐19 25‐02‐19 25‐02‐19 25‐02‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.9% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 127/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 19‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.95 2.05 2.09 1.95 1.98
95%
1.99
Density Test Results
Wet Density Ratio : 99.0% 100.5% 104.0% 102.5% 97.0% 101.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.6% CV(max) = 102.7% Mean = 100.7%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 4.0% Dry of OMC
12.0% 17.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 2.5% Dry of OMC 3.5% Dry of OMC 2.5% Dry of OMC
±2% of OMC
Field Moisture Content : 9.0% 12.5% 16.5% 14.0%
4.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
4.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 4.0% 2.5% 2.5% 3.5% 2.5%
PCWD (t/m3) : 1.98 2.04 2.00 1.90 2.04 1.97
MDR Test Results
S/047540S/047535 S/047536 S/047537 S/047538 S/047539
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 14‐03‐19 14‐03‐19 14‐03‐19 14‐03‐19 14‐03‐19 14‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 14.8
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505523
N: 7042563
R.L: 14.9
Location 1 : E: 505426 E: 505264 E: 504877 E: 505269 E: 505283
Location 2 : N: 7042716 N: 7042956 N: 7042195 N: 7042897 N: 7042865
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:00 09:10 09:20 09:30 09:40 09:50
S/047539
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
25‐02‐19 25‐02‐19
S/047536
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/047537 S/047538
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.9 R.L: 15.7 R.L: 15.5 R.L: 15.1
Sample Number : S/047535
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/047540
Date Tested : 25‐02‐19 25‐02‐19 25‐02‐19 25‐02‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.5% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 128/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 21‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 129/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 21‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 25‐02‐19 25‐02‐19 25‐02‐19 25‐02‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.5% n = 4 k = 0.828
S/047655 S/047656
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.1 R.L: 16.0 R.L: 15.5 R.L: 15.0
Sample Number : S/047653
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/047654
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 02:45 02:50 02:55 03:00
Location 1 : E: 505197 E: 505195 E: 505796 E: 505198
Location 2 : N: 7042896 N: 7042887 N: 7042873 N: 7042845
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/047653 S/047654 S/047655 S/047656
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 5.0% 0.0% 0.5% 0.5%
PCWD (t/m3) : 1.88 2.05 2.04 2.07
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 5.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Dry of OMC 0.5% Dry of OMC 0.5% Dry of OMC
Field Moisture Content : 10.0% 16.0% 18.5% 15.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 102.5% 99.0% 97.5% 97.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.9% CV(max) = 101.1% Mean = 99.0%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.93 2.03 1.98 2.01
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.08 2.13 1.95 2.10 2.07
95%
1.99
Density Test Results
Wet Density Ratio : 102.5% 102.0% 103.0% 104.0% 104.0% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.3% CV(max) = 103.8% Mean = 102.6%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 4.5% Dry of OMC
15.0% 19.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
3.5% Dry of OMC 3.0% Dry of OMC 4.5% Dry of OMC 3.0% Dry of OMC
±2% of OMC
Field Moisture Content : 8.0% 14.0% 20.0% 14.5%
3.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
3.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 4.5% 3.5% 3.0% 4.5% 3.0%
PCWD (t/m3) : 2.02 2.09 1.89 2.02 1.99 1.99
MDR Test Results
S/047738S/047733 S/047734 S/047735 S/047736 S/047737
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 14‐03‐19 14‐03‐19 14‐03‐19 14‐03‐19 14‐03‐19 14‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.2
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505306
N: 7042874
R.L: 15.0
Location 1 : E: 505291 E: 505294 E: 505298 E: 505306 E: 505308
Location 2 : N: 7092941 N: 7042925 N: 7042879 N: 7042940 N: 7042903
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 12:30 12:35 12:40 12:45 12:50 12:55
S/047737
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
26‐02‐19 26‐02‐19
S/047734
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/047735 S/047736
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.8 R.L: 15.5 R.L: 15.0 R.L: 15.6
Sample Number : S/047733
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/047738
Date Tested : 26‐02‐19 26‐02‐19 26‐02‐19 26‐02‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.5% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 130/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 21‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.02 2.06 2.03 2.01
Density Test Results
Wet Density Ratio : 97.5% 102.5% 104.5% 98.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.8% CV(max) = 103.5% Mean = 100.6%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 0.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 5.0% Dry of OMC 0.0% Wet of OMC
Field Moisture Content : 19.0% 18.5% 10.5% 20.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 0.0% ‐0.5% 5.0% 0.0%
PCWD (t/m3) : 2.06 2.01 1.94 2.05
MDR Test Results
S/047739 S/047740 S/047741 S/047742
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505306 E: 505330 E: 505324 E: 505319
Location 2 : N: 7042855 N: 7042944 N: 7042900 N: 7042856
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 13:00 13:05 13:10 13:15
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/047740
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/047741 S/047742
Lot Number : ‐ ‐ ‐ ‐
R.L: 14.7 R.L: 15.7 R.L: 15.0 R.L: 14.5
Sample Number : S/047739
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 26‐02‐19 26‐02‐19 26‐02‐19 26‐02‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.4% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 131/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 21‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.76 1.93 2.01 1.93 1.85
95%
1.85
Density Test Results
Wet Density Ratio : 95.0% 99.0% 99.0% 95.5% 96.5% 97.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.6% CV(max) = 98.4% Mean = 97.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 4.5% Dry of OMC
15.0% 12.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
4.5% Dry of OMC 0.5% Dry of OMC 2.5% Wet of OMC 3.0% Dry of OMC
±2% of OMC
Field Moisture Content : 6.0% 12.0% 15.0% 23.0%
2.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 4.5% 4.5% 0.5% ‐2.5% 3.0%
PCWD (t/m3) : 1.85 1.94 2.03 2.01 1.91 1.91
MDR Test Results
S/047823S/047818 S/047819 S/047820 S/047821 S/047822
Silty Sand Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
RL: 15.7
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 504796
N: 7042177
RL: 16.4
Location 1 : E: 505188 E: 505180 E: 504794 E: 504794 E: 505194
Location 2 : N: 7042928 N: 7042902 N: 7042175 N: 7042175 N: 7042861
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:30 09:40 09:50 10:10 10:10 10:20
S/047822
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
27‐02‐19 27‐02‐19
S/047819
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/047820 S/047821
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.6 R.L: 16.6 RL: 16.4 RL: 16.0
Sample Number : S/047818
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/047823
Date Tested : 27‐02‐19 27‐02‐19 27‐02‐19 27‐02‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.7% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 132/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 21‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.02 1.91 2.02 2.13
Density Test Results
Wet Density Ratio : 101.0% 99.5% 102.5% 103.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 100.2% CV(max) = 103.1% Mean = 101.6%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 0.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 0.5% Dry of OMC 1.0% Dry of OMC
Field Moisture Content : 18.0% 20.0% 15.0% 13.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 0.5% 0.5% 0.5% 1.0%
PCWD (t/m3) : 2.00 1.92 1.97 2.05
MDR Test Results
S/047824 S/047825 S/047826 S/047827
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505207 E: 505209 E: 505210 E: 505207
Location 2 : N: 7042882 N: 7042895 N: 7042915 N: 7042940
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 10:30 10:40 10:50 11:00
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/047825
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/047826 S/047827
Lot Number : ‐ ‐ ‐ ‐
RL: 16.0 RL: 16.3 RL: 16.4 RL: 16.6
Sample Number : S/047824
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 27‐02‐19 27‐02‐19 27‐02‐19 27‐02‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.8% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 133/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 21‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.02 2.06 2.10 2.18 1.92
95%
2.02
Density Test Results
Wet Density Ratio : 102.5% 101.0% 103.0% 105.0% 100.5% 102.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.1% CV(max) = 103.7% Mean = 102.4%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.5% Dry of OMC
12.5% 12.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.5% Dry of OMC 2.0% Dry of OMC 5.0% Dry of OMC
±2% of OMC
Field Moisture Content : 16.0% 15.5% 11.0% 15.0%
0.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.5% 1.5% 2.5% 2.0% 5.0%
PCWD (t/m3) : 1.97 2.04 2.04 2.07 1.91 1.97
MDR Test Results
S/047889S/047884 S/047885 S/047886 S/047887 S/047888
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 19‐03‐19 19‐03‐19 19‐03‐19 19‐03‐19 19‐03‐19 19‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
RL: 15.7
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505256
N: 7042849
RL: 15.2
Location 1 : E: 505237 E: 505230 E: 505240 E: 505248 E: 505245
Location 2 : N: 77042945 N: 7042935 N: 7042908 N: 7042880 N: 7042865
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 01:00 01:10 01:20 01:30 01:40 01:50
S/047888
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
27‐02‐19 27‐02‐19
S/047885
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/047886 S/047887
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.4 R.L: 16.3 RL: 16.2 RL: 15.9
Sample Number : S/047884
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/047889
Date Tested : 27‐02‐19 27‐02‐19 27‐02‐19 27‐02‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.6% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 134/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 21‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 135/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 22‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 27‐02‐19 27‐02‐19 27‐02‐19 27‐02‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.1% n = 4 k = 0.828
S/047892 S/047893
Lot Number : ‐ ‐ ‐ ‐
RL: 15.4 RL: 16.3 RL: 16.3 RL: 16.6
Sample Number : S/047890
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/047891
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 02:00 02:10 02:20 02:25
Location 1 : E: 565244 E: 505239 E: 505237 E: 505229
Location 2 : N: 7042860 N: 7042896 N: 7042912 N: 7042951
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 16‐03‐19 16‐03‐19 16‐03‐19 16‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/047890 S/047891 S/047892 S/047893
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 2.0% 2.0% 2.0% 3.0%
PCWD (t/m3) : 1.98 2.12 2.11 1.97
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 2.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 2.0% Dry of OMC 3.0% Dry of OMC
Field Moisture Content : 11.5% 15.0% 12.0% 7.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 104.0% 99.5% 99.0% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.2% CV(max) = 102.3% Mean = 99.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.06 2.11 2.09 1.90
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 136/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 22‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048011
Date Tested : 28‐02‐19 28‐02‐19 28‐02‐19 28‐02‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.1% n = 6 k = 0.828
S/048008 S/048009
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.9 R.L:16.7 RL: 15.8 RL: 16.8
Sample Number : S/048006 S/048010
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
28‐02‐19 28‐02‐19
S/048007
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 09:30 09:40 09:50 10:00 10:10 10:20
E: 505222
N: 7042861
RL: 15.8
Location 1 : E: 505240 E: 505250 E: 505241 E: 505217 E: 505216
Location 2 : N: 7042930 N: 7042893 N: 7042856 N: 7042938 N: 7042896
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : RL: 16.7
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 16‐03‐19 16‐03‐19 16‐03‐19 16‐03‐19 16‐03‐19 16‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/048011S/048006 S/048007 S/048008 S/048009 S/048010
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.03
MDR Test Results
1.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.5% 0.5% 2.5% 2.5% 1.5%
PCWD (t/m3) : 1.89 2.04 1.93 1.96 1.94
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.5% Dry of OMC
18.0% 22.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 2.5% Dry of OMC 2.5% Dry of OMC 1.5% Dry of OMC
±2% of OMC
Field Moisture Content : 21.5% 24.0% 13.5% 13.5%
1.5% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 102.0% 96.5% 98.5% 100.0% 99.5% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.1% CV(max) = 100.6% Mean = 98.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.93 1.97 1.90 1.96 1.93
95%
1.96
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 137/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 22‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 28‐02‐19 28‐02‐19 28‐02‐19 28‐02‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.1% n = 4 k = 0.828
S/048014 S/048015
Lot Number : ‐ ‐ ‐ ‐
RL: 16.8 RL: 16.9 RL: 16.4 RL: 15.9
Sample Number : S/048012
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/048013
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 10:30 10:40 10:50 11:00
Location 1 : E: 505189 E: 505186 E: 505195 E: 505197
Location 2 : N: 7042934 N: 7042904 N: 7042878 N: 7042852
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/048012 S/048013 S/048014 S/048015
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 5.0% 2.5% 0.0% 5.0%
PCWD (t/m3) : 1.95 1.86 1.96 1.94
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 5.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 0.0% Wet of OMC 5.0% Dry of OMC
Field Moisture Content : 8.5% 19.0% 20.5% 12.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 103.0% 100.0% 100.0% 98.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.5% CV(max) = 102.0% Mean = 100.3%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.01 1.86 1.96 1.90
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 138/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 22‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048062
Date Tested : 28‐02‐19 28‐02‐19 28‐02‐19 28‐02‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.0% n = 6 k = 0.828
S/048059 S/048060
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.7 R.L: 15.0 R.L: 14.7 R.L: 14.4
Sample Number : S/048057 S/048061
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
28‐02‐19 28‐02‐19
S/048058
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 01:00 01:10 01:20 01:30 01:40 11:25
E: 505313
N: 7042919
R.L: 15.2
Location 1 : E: 5055344 E: 505336 E: 505332 E: 505310 E: 5053q8
Location 2 : N: 7042946 N: 7042910 N: 7042880 N: 7042838 N: 7042875
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 14.9
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/048062S/048057 S/048058 S/048059 S/048060 S/048061
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.04
MDR Test Results
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.5% 2.5% 2.5% 0.0% 2.5%
PCWD (t/m3) : 1.90 2.02 2.02 1.94 2.01
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.5% Dry of OMC
12.5% 8.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 2.5% Dry of OMC 0.0% Wet of OMC 2.5% Dry of OMC
±2% of OMC
Field Moisture Content : 10.5% 11.0% 17.5% 18.5%
2.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 99.5% 102.0% 100.5% 98.5% 104.0% 99.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 99.0% CV(max) = 102.3% Mean = 100.7%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.88 2.07 2.04 1.91 2.09
95%
2.03
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.08 2.00 2.01 1.93
Density Test Results
Wet Density Ratio : 99.5% 99.5% 105.0% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.8% CV(max) = 103.2% Mean = 101.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 3.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
4.0% Dry of OMC 3.0% Dry of OMC 3.5% Dry of OMC
Field Moisture Content : 6.0% 8.0% 12.5% 13.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 3.5% 4.0% 3.0% 3.5%
PCWD (t/m3) : 2.09 2.01 1.91 1.93
MDR Test Results
S/048063 S/048064 S/048065 S/048066
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505311 E: 505296 E: 505295 E: 505294
Location 2 : N: 7042961 N: 7042933 N: 7042889 N: 7042858
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 02:00 02:10 02:20 02:30
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/048064
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048065 S/048066
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.6 R.L: 15.7 R.L: 15.4 R.L: 14.9
Sample Number : S/048063
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 28‐02‐19 28‐02‐19 28‐02‐19 28‐02‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.7% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 139/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 22‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 140/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048554
Date Tested : 06‐03‐19 06‐03‐19 06‐03‐19 06‐03‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.1% n = 6 k = 0.828
S/048551 S/048552
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.6 R.L: 16.5 R.L: 16.3 R.L: 15.9
Sample Number : S/048549 S/048553
150 / 200
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
06‐03‐19 06‐03‐19
S/048550
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
‐ ‐
Time : 01:00 01:10 01:20 01:30 01:40 01:50
E: 505273
N: 7042856
R.L: 15.3
Location 1 : E: 505268 E: 505270 E: 505273 E: 505273 E: 505273
Location 2 : N: 7042956 N: 7042935 N: 742907 N: 7042887 N: 7042862
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 16.6
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/048554S/048549 S/048550 S/048551 S/048552 S/048553
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.09
MDR Test Results
0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% 0.0% ‐0.5% 0.5% 0.5%
PCWD (t/m3) : 1.92 2.08 2.07 2.06 2.08
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : At OMC
12.0% 12.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Dry of OMC 0.5% Wet of OMC 0.5% Dry of OMC 0.5% Dry of OMC
±2% of OMC
Field Moisture Content : 14.0% 15.0% 15.0% 13.5%
0.5% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 95.0% 96.0% 95.5% 97.5% 97.0% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.5% CV(max) = 97.3% Mean = 96.4%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.82 2.00 1.97 2.01 2.02
95%
2.03
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.92 1.88 1.91 2.01 2.06
95%
2.01
Density Test Results
Wet Density Ratio : 100.0% 98.0% 96.0% 99.5% 102.0% 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.3% CV(max) = 100.7% Mean = 99.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 4.0% Dry of OMC
16.5% 8.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
3.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC 1.0% Dry of OMC
±2% of OMC
Field Moisture Content : 11.0% 10.0% 17.0% 15.0%
1.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
1.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 4.0% 3.0% 1.5% 2.0% 1.0%
PCWD (t/m3) : 1.92 1.92 1.99 2.02 2.02 2.04
MDR Test Results
S/048366S/048361 S/048362 S/048363 S/048364 S/048365
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 21‐03‐19 21‐03‐19 21‐03‐19 21‐03‐19 21‐03‐19 21‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 16.5
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505283
N: 7042960
R.L: 16.5
Location 1 : E: 505280 E: 505287 E:505290 E: 505287 E: 505282
Location 2 : N: 7042866 N: 7042893 N: 7042927 N:7042940 N: 7042960
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 07:40 07:50 08:00 08:10 08:20 08:30
S/048365
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
04‐03‐19 04‐03‐19
S/048362
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048363 S/048364
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.3 R.L: 15.8 R.L: 16.0 R.L: 16.1
Sample Number : S/048361
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048366
Date Tested : 04‐03‐19 04‐03‐19 04‐03‐19 04‐03‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.0% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 141/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19‐01‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 142/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 13‐02‐19 13‐02‐19 13‐02‐19 13‐02‐19
Material Type : General fill General fill General fill General fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.9% n = 4 k = 0.828
S/046433 S/046434
Lot Number : Release 10 Release 10 Release 10 Release 10
R.L: 17.60 R.L: 17.50 R.L: 17.70 R.L: 17.80
Sample Number : S/046431
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/046432
Test / Layer Depths : 150 / 200 150 / 200 150 / 200 150 / 200
Material Source :
Time : 12:55 13:05 13:10 13:15
Location 1 : E: 505112 E: 505137 E: 505131 E: 505134
Location 2 : N: 7042876 N: 7042887 N: 7042870 N: 7042854
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 22‐02‐19 22‐02‐19 22‐02‐19 22‐02‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/046431 S/046432 S/046433 S/046434
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : ‐1.5% ‐1.0% ‐0.5% ‐0.5%
PCWD (t/m3) : 1.95 1.98 1.98 1.95
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 1.5% Wet of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Wet of OMC 0.5% Wet of OMC 0.5% Wet of OMC
Field Moisture Content : 24.0% 20.0% 20.5% 20.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 103.5% 101.5% 101.5% 102.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.3% CV(max) = 102.9% Mean = 102.1%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.02 2.01 2.00 1.99
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 19‐01‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 143/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 26‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 16‐01‐19 16‐01‐19 16‐01‐19 16‐01‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 4.6% n = 4 k = 0.828
S/044351 S/044352
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.93 R.L: 15.76 R.L: 15.57 R.L: 15.25
Sample Number : S/044349
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/044350
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 10:00 10:05 10:10 10:15
Location 1 : E: 505365 E: 505383 E: 505404 E: 505418
Location 2 : N: 7043138 N: 7043146 N: 7043148 N: 7043143
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 01‐02‐19 01‐02‐19 01‐02‐19 01‐02‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/044349 S/044350 S/044351 S/044352
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : ‐0.5% 2.0% 2.0% 2.0%
PCWD (t/m3) : 2.00 2.01 2.04 2.04
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 0.5% Wet of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC
Field Moisture Content : 21.5% 15.5% 16.0% 11.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 103.5% 98.5% 106.0% 96.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.2% CV(max) = 104.8% Mean = 101.0%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.07 1.98 2.15 1.96
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.07 2.30 1.97 1.92 2.02
95%
2.01
Density Test Results
Wet Density Ratio : 101.5% 103.0% 98.5% 97.0% 99.5% 99.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.1% CV(max) = 101.6% Mean = 99.8%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 3.0% Dry of OMC
9.5% 18.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 3.0% Dry of OMC 2.0% Dry of OMC 5.0% Dry of OMC
±2% of OMC
Field Moisture Content : 11.0% 13.0% 16.0% 10.5%
2.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 3.0% 1.5% 3.0% 2.0% 5.0%
PCWD (t/m3) : 2.04 2.23 2.00 1.98 2.03 2.02
MDR Test Results
S/048452S/048447 S/048448 S/048449 S/048450 S/048451
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 20‐03‐19 20‐03‐19 20‐03‐19 20‐03‐19 20‐03‐19 20‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.6
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505311
N: 7042847
R.L: 14.9
Location 1 : E: 505267 E: 505263 E: 505262 E: 505317 E: 505314
Location 2 : N: 7042874 N: 7042914 N: 7042955 N: 7042942 N: 7042901
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 12:30 12:40 12:50 01:00 01:10 01:20
S/048451
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
05‐03‐19 05‐03‐19
S/048448
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048449 S/048450
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.1 R.L: 16.2 R.L: 16.6 R.L: 15.9
Sample Number : S/048447
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048452
Date Tested : 05‐03‐19 05‐03‐19 05‐03‐19 05‐03‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.1% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 144/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 22‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.98 1.91 1.89 1.83 1.86
95%
1.97
Density Test Results
Wet Density Ratio : 101.0% 99.0% 98.0% 97.5% 96.0% 102.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.1% CV(max) = 100.8% Mean = 98.9%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.0% Wet of OMC
20.0% 13.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Dry of OMC 2.0% Dry of OMC 1.5% Dry of OMC 0.0% Dry of OMC
±2% of OMC
Field Moisture Content : 22.0% 26.0% 13.5% 19.0%
1.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
1.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% 0.0% 2.0% 1.5% 0.0%
PCWD (t/m3) : 1.96 1.93 1.93 1.88 1.94 1.93
MDR Test Results
S/048199S/048194 S/048195 S/048196 S/048197 S/048198
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 19‐03‐19 19‐03‐19 19‐03‐19 19‐03‐19 19‐03‐19 19‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
RL: 15.3
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505318
N: 7042871
RL:14.9
Location 1 : E: 505297 E: 505296 E: 505300 E: 505296 E: 505293
Location 2 : N: 7042945 N: 7042933 N: 7042914 N: 7042897 N: 7042872
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 11:00 12:50 01:00 01:10 01:20 01:30
S/048198
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
01‐03‐19 01‐03‐19
S/048195
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048196 S/048197
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.1 R.L: 15.8 RL: 15.7 RL: 15.6
Sample Number : S/048194
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048199
Date Tested : 01‐03‐19 01‐03‐19 01‐03‐19 01‐03‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.2% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 145/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 22‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 22‐06‐18
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Report Number : SR/PTP/01303 ‐ 146/1
Client Address : Report Date : 26‐03‐19
Project Name : Test Request : ‐
Project Number :Page 1 of 1
Location :
Shadforths
99 Sandalwood Ln, Forest Glen QLD, 4556
Harmony Phase 3 Bulk Earthworks PTP/01303
Glenview
‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 07‐12‐18 07‐12‐18 07‐12‐18
Material Type : General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.5% n = 3 k = 0.828
S/042679
Lot Number : ‐ ‐ ‐
N: 7042947 N: 7042938 N: 7042910
Sample Number : S/042677
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite
S/042678
Test / Layer Depths : 150 / 150 150 / 150 150 / 150
Material Source :
Time : 10:00 10:05 10:10
Location 1 : Release 10 Release 10 Release 10
Location 2 : E: 504811 E: 504815 E: 504816
Location 4 : R.L: 17.1 R.L: 17.2 R.L: 17.2
Location 3 :
Oversize Wet : ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm
MDR Test Date : 12‐02‐18 12‐02‐18 12‐02‐18
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No
S/042677 S/042678 S/042679
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐
Soil Description :
Moisture Variation : ‐0.5% 0.0% 0.5%
PCWD (t/m3) : 2.09 2.10 2.10
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐
Variation from OMC : 0.5% Wet of OMC
Moisture Specification : ‐ ‐ ‐
0.0% Dry of OMC 0.5% Dry of OMC
Field Moisture Content : 18.0% 14.0% 10.0%
Density Specification : 95% 95% 95%
Moisture Ratio : N/A N/A N/A
Wet Density Ratio : 95.5% 100.5% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.7% CV(max) = 99.9% Mean = 97.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.00 2.11 2.05
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.94 2.09 1.94 2.00
Density Test Results
Wet Density Ratio : 103.5% 100.5% 101.5% 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 99.3% CV(max) = 102.7% Mean = 101.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 2.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 3.0% Dry of OMC 3.0% Dry of OMC
Field Moisture Content : 10.0% 21.0% 12.0% 12.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 2.5% 2.5% 3.0% 3.0%
PCWD (t/m3) : 1.87 2.08 1.92 2.03
MDR Test Results
S/048339 S/048340 S/048341 S/048342
Sandy Clay ‐ Bown Sandy Clay ‐ Bown Sandy Clay ‐ Bown Sandy Clay ‐ Bown
MDR Test Date : 18‐03‐19 18‐03‐19 18‐03‐19 18‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505269 E: 505268 E: 505267 E: 505266
Location 2 : N: 7042886 N: 7042902 N: 7042929 N: 7042955
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 10:00 10:10 10:20 10:30
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/048340
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048341 S/048342
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.7 R.L: 16.0 R.L: 16.3 R.L: 16.4
Sample Number : S/048339
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 04‐03‐19 04‐03‐19 04‐03‐19 04‐03‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.1% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 148/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 22‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.92 1.94 1.99 2.02
Density Test Results
Wet Density Ratio : 97.5% 97.0% 98.5% 99.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.2% CV(max) = 99.0% Mean = 98.1%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 2.0% Dry of OMC 2.5% Dry of OMC
Field Moisture Content : 21.5% 22.5% 19.5% 14.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 2.0% 2.0% 2.0% 2.5%
PCWD (t/m3) : 1.97 2.00 2.02 2.03
MDR Test Results
S/048144 S/048145 S/048146 S/048147
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 18‐03‐19 18‐03‐19 18‐03‐19 18‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505219 E: 505206 E: 505208 E: 505200
Location 2 : N: 7042914 N: 7042909 N: 7042926 N: 7042936
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 10:00 10:10 10:20 10:30
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/048145
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048146 S/048147
Lot Number : ‐ ‐ ‐ ‐
RL: 16.9 RL: 17.0 RL: 17.0 RL: 17.0
Sample Number : S/048144
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 01‐03‐19 01‐03‐19 01‐03‐19 01‐03‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.1% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 149/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 22‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.00 1.97 1.93 1.97 2.02
95%
1.93
Density Test Results
Wet Density Ratio : 100.5% 98.5% 97.5% 99.5% 101.0% 98.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.0% CV(max) = 100.3% Mean = 99.2%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 3.0% Dry of OMC
9.5% 19.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
3.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 20.5% 11.0% 18.5% 8.5%
2.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 3.0% 3.0% 1.5% 2.0% 2.0%
PCWD (t/m3) : 1.99 2.00 1.98 1.98 2.01 1.97
MDR Test Results
S/048143S/048138 S/048139 S/048140 S/048141 S/048142
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 16‐03‐19 16‐03‐19 16‐03‐19 16‐03‐19 16‐03‐19 16‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
RL: 16.8
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505206
N: 7042895
RL: 17.0
Location 1 : E: 505261 E: 505231 E: 505277 E: 505214 E: 505213
Location 2 : N: 7042881 N: 7042919 N: 7042902 N: 7042890 N: 7042875
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:00 09:10 09:20 09:30 09:40 09:50
S/048142
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
01‐03‐19 01‐03‐19
S/048139
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048140 S/048141
Lot Number : ‐ ‐ ‐ ‐
RL: 17.0 RL: 16.9 RL: 16.9 RL: 16.8
Sample Number : S/048138
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048143
Date Tested : 01‐03‐19 01‐03‐19 01‐03‐19 01‐03‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.4% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 150/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 22‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.97 1.99 2.18 1.87 2.26
95%
1.94
Density Test Results
Wet Density Ratio : 100.0% 101.5% 103.0% 95.0% 101.0% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.8% CV(max) = 102.3% Mean = 100.1%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.5% Dry of OMC
9.5% 15.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 1.5% Dry of OMC 1.5% Dry of OMC 1.0% Dry of OMC
±2% of OMC
Field Moisture Content : 16.5% 17.5% 17.5% 19.0%
2.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.5% 1.0% 1.5% 1.5% 1.0%
PCWD (t/m3) : 1.96 1.96 2.12 1.96 2.24 1.94
MDR Test Results
S/048338S/048333 S/048334 S/048335 S/048336 S/048337
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 21‐03‐19 21‐03‐19 21‐03‐19 21‐03‐19 21‐03‐19 21‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.6
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505274
N: 7042855
R.L: 15.3
Location 1 : E: 504758 E: 505265 E: 505269 E: 505270 E: 505269
Location 2 : N: 7042108 N: 7042944 N: 7042916 N: 7042879 N: 7042856
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:00 09:10 09:20 09:30 09:40 09:50
S/048337
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
04‐03‐19 04‐03‐19
S/048334
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048335 S/048336
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.4 R.L: 16.4 RL: 16.1 R.L: 15.8
Sample Number : S/048333
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048338
Date Tested : 04‐03‐19 04‐03‐19 04‐03‐19 04‐03‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.7% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 151/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.99 1.95 1.98 1.98
Density Test Results
Wet Density Ratio : 103.0% 99.5% 104.5% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 99.8% CV(max) = 103.7% Mean = 101.8%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 2.0% Dry of OMC 1.5% Dry of OMC
Field Moisture Content : 19.5% 21.0% 19.0% 12.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 2.0% 2.0% 2.0% 1.5%
PCWD (t/m3) : 1.93 1.95 1.89 1.98
MDR Test Results
S/048443 S/048444 S/048445 S/048446
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 22‐03‐19 22‐03‐19 22‐03‐19 22‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505220 E: 505213 E: 505202 E: 505203
Location 2 : N: 7042879 N: 7042895 N: 7042856 N: 7042894
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 11:30 11:40 11:50 12:00
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/048444
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048445 S/048446
Lot Number : ‐ ‐ ‐ ‐
R.L: 17.0 R.L: 16.7 R.L: 16.7 R.L: 16.9
Sample Number : S/048443
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 05‐03‐19 05‐03‐19 05‐03‐19 05‐03‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.4% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 152/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 153/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048497
Date Tested : 06‐03‐19 06‐03‐19 06‐03‐19 06‐03‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.0% n = 6 k = 0.828
S/048494 S/048495
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.4 R.L: 16.3 R.L: 16.2 R.L: 15.9
Sample Number : S/048492 S/048496
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
06‐03‐19 06‐03‐19
S/048493
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 09:00 09:05 00:10 09:15 09:20 09:25
E: 505266
N: 7042864
R.L: 15.5
Location 1 : E: 505275 E: 505279 E: 505273 E: 505279 E: 505272
Location 2 : N: 7042961 N: 7042941 N: 7042921 N: 7042884 N: 7042862
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L:15.9
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 22‐03‐19 22‐03‐19 22‐03‐19 22‐03‐19 22‐03‐19 22‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/048497S/048492 S/048493 S/048494 S/048495 S/048496
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
2.03
MDR Test Results
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 1.0% 2.0% 2.0% 0.5%
PCWD (t/m3) : 2.08 2.03 2.05 2.02 1.96
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.0% Dry of OMC
17.0% 16.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC 0.5% Dry of OMC
±2% of OMC
Field Moisture Content : 12.5% 9.5% 11.5% 12.0%
0.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 102.5% 102.0% 97.0% 101.0% 99.5% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 98.7% CV(max) = 102.0% Mean = 100.3%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.14 2.07 1.99 2.03 1.95
95%
2.04
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.94 1.87 1.97 2.17
Density Test Results
Wet Density Ratio : 98.5% 96.0% 96.0% 104.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.4% CV(max) = 102.1% Mean = 98.8%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC
Field Moisture Content : 12.0% 8.0% 13.0% 9.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 2.0% 2.0% 1.5% 2.0%
PCWD (t/m3) : 1.97 1.94 2.06 2.08
MDR Test Results
S/048555 S/048556 S/048557 S/048558
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 22‐03‐19 22‐03‐19 22‐03‐19 22‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 5052744 E: 505277 E: 505277 E: 505278
Location 2 : N: 7042887 N: 7042905 N: 7042936 N: 7042957
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 02:00 02:10 02:20 02:30
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/048556
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048557 S/048558
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.8 R.L: 16.1 R.L: 16.3 R.L: 16.6
Sample Number : S/048555
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 06‐03‐19 06‐03‐19 06‐03‐19 06‐03‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 4.0% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 154/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.04 2.00 2.15 2.00
Density Test Results
Wet Density Ratio : 95.5% 99.0% 97.5% 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.3% CV(max) = 98.9% Mean = 97.6%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 4.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
5.0% Dry of OMC 1.5% Dry of OMC 4.0% Dry of OMC
Field Moisture Content : 12.0% 15.5% 14.0% 13.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 4.5% 5.0% 1.5% 4.0%
PCWD (t/m3) : 2.13 2.03 2.21 2.03
MDR Test Results
S/048777 S/048778 S/048779 S/048780
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505197 E: 505201 E: 505199 E: 505196
Location 2 : N: 7042847 N: 7042824 N: 7042819 N: 7042803
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 09:00 09:10 09:20 09:30
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/048778
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048779 S/048780
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.5 R.L: 16.5 R.L: 16.2 R.L: 16.1
Sample Number : S/048777
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 09‐03‐19 09‐03‐19 09‐03‐19 09‐03‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.5% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 155/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.12 2.00 1.98 2.00 1.99
95%
2.04
Density Test Results
Wet Density Ratio : 101.0% 98.5% 102.0% 98.5% 99.0% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.6% CV(max) = 100.9% Mean = 99.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 3.0% Dry of OMC
14.0% 16.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
3.0% Dry of OMC 3.0% Dry of OMC 4.5% Dry of OMC 2.5% Dry of OMC
±2% of OMC
Field Moisture Content : 11.5% 14.5% 21.5% 12.5%
3.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
3.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 3.0% 3.0% 3.0% 4.5% 2.5%
PCWD (t/m3) : 2.10 2.03 1.94 2.04 2.01 2.11
MDR Test Results
S/048729S/048724 S/048725 S/048726 S/048727 S/048728
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 16.8
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505223
N: 7042936
R.L: 16.9
Location 1 : E: 505237 E: 505233 E: 505230 E: 505230 E: 505229
Location 2 : N: 7042875 N: 7042893 N: 7042912 N: 7042932 N: 7042949
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 10:10 10:20 10:25 10:30 10:35 10:40
S/048728
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
08‐03‐19 08‐03‐19
S/048725
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048726 S/048727
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.6 R.L: 16.8 R.L: 16.9 R.L: 16.9
Sample Number : S/048724
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048729
Date Tested : 08‐03‐19 08‐03‐19 08‐03‐19 08‐03‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.0% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 156/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 02‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.04 2.11 2.04 1.85
Density Test Results
Wet Density Ratio : 102.5% 102.0% 100.5% 96.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.8% CV(max) = 102.7% Mean = 100.3%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 3.0% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 0.0% Wet of OMC 5.5% Dry of OMC
Field Moisture Content : 9.5% 15.5% 16.0% 7.0%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 3.0% 2.0% 0.0% 5.5%
PCWD (t/m3) : 2.00 2.07 2.03 1.93
MDR Test Results
S/047541 S/047542 S/047543 S/047544
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505251 E: 505451 E: 505316 E: 504745
Location 2 : N: 7042899 N: 7042673 N: 7042561 N: 7042088
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 10:00 10:20 10:30 10:40
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/047542
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/047543 S/047544
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.3 R.L: 15.6 R.L: 15.8 R.L: 15.8
Sample Number : S/047541
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 25‐02‐19 25‐02‐19 25‐02‐19 25‐02‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.0% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 158/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.03 2.03 2.02 2.00
Density Test Results
Wet Density Ratio : 100.5% 100.5% 99.5% 98.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 99.0% CV(max) = 100.5% Mean = 99.8%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 4.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
4.5% Dry of OMC 4.5% Dry of OMC 5.0% Dry of OMC
Field Moisture Content : 11.0% 13.5% 9.0% 7.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 4.5% 4.5% 4.5% 5.0%
PCWD (t/m3) : 2.02 2.02 2.03 2.02
MDR Test Results
S/048498 S/048499 S/048500 S/048501
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 22‐03‐19 22‐03‐19 22‐03‐19 22‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505263 E: 505269 E: 505266 E: 505264
Location 2 : N: 7042878 N: 7042900 N: 7042931 N: 7042959
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 09:30 09:35 09:40 09:45
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/048499
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048500 S/048501
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.8 R.L: 16.1 R.L: 16.4 R.L: 16.4
Sample Number : S/048498
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 06‐03‐19 06‐03‐19 06‐03‐19 06‐03‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.0% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 159/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.95 2.03 1.87 2.00 2.06
95%
1.93
Density Test Results
Wet Density Ratio : 100.5% 99.5% 96.0% 99.0% 101.5% 99.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.8% CV(max) = 100.9% Mean = 99.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 3.0% Dry of OMC
30.5% 15.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.5% Dry of OMC 3.0% Dry of OMC 3.0% Dry of OMC 3.0% Dry of OMC
±2% of OMC
Field Moisture Content : 12.0% 13.5% 27.0% 17.0%
3.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
3.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 3.0% 2.5% 3.0% 3.0% 3.0%
PCWD (t/m3) : 1.94 2.04 1.95 2.02 2.04 1.95
MDR Test Results
S/048603S/048598 S/048599 S/048600 S/048601 S/048602
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 15.4
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505314
N: 7042862
R.L: 15.6
Location 1 : E: 505336 E: 505329 E: 505325 E: 505316 E: 505317
Location 2 : N: 7042948 N: 7042921 N: 7042902 N: 7042888 N: 7042871
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:20 09:30 09:40 09:50 10:00 10:10
S/048602
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
07‐03‐19 07‐03‐19
S/048599
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048600 S/048601
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.2 R.L: 16.0 R.L: 15.9 R.L: 15.6
Sample Number : S/048598
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048603
Date Tested : 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.9% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 160/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 161/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048671
Date Tested : 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 3.9% n = 6 k = 0.828
S/048668 S/048669
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.8 R.L: 16.1 R.L:16.4 R.L: 16.5
Sample Number : S/048666 S/048670
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
07‐03‐19 07‐03‐19
S/048667
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 12:40 11:58 01:00 01:10 01:20 01:30
E: 505268
N: 7042956
R.L: 16.6
Location 1 : E: 505265 E: 505274 E: 505275 E: 505276 E: 505271
Location 2 : N: 7042869 N: 7042879 N: 7042912 N: 7042930 N: 7042950
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : R.L: 16.7
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 25‐03‐19 25‐03‐19 25‐03‐19 25‐03‐19 25‐03‐19 25‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/048671S/048666 S/048667 S/048668 S/048669 S/048670
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
1.94
MDR Test Results
3.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.5% 3.0% 3.0% 3.0% 2.5%
PCWD (t/m3) : 1.87 1.93 1.88 1.93 1.79
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 0.5% Dry of OMC
14.0% 18.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
3.0% Dry of OMC 3.0% Dry of OMC 3.0% Dry of OMC 2.5% Dry of OMC
±2% of OMC
Field Moisture Content : 23.5% 16.0% 21.0% 17.5%
3.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 103.0% 104.0% 107.0% 102.5% 111.0% 100.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.4% CV(max) = 107.8% Mean = 104.6%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.93 2.01 2.02 1.97 1.99
95%
1.94
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.98 2.01 1.89 2.05 2.06
95%
2.06
Density Test Results
Wet Density Ratio : 102.5% 99.5% 99.0% 97.5% 98.5% 99.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.9% CV(max) = 100.7% Mean = 99.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
12.0% 13.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 2.5% Dry of OMC 2.5% Dry of OMC 4.5% Dry of OMC
±2% of OMC
Field Moisture Content : 18.0% 14.5% 14.0% 10.5%
4.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
4.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 2.0% 2.5% 2.5% 4.5%
PCWD (t/m3) : 1.92 2.01 1.91 2.10 2.09 2.08
MDR Test Results
S/048776S/048771 S/048772 S/048773 S/048774 S/048775
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 16.5
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505191
N: 7042865
R.L: 16.8
Location 1 : E: 505167 E: 505198 E: 505202 E: 505196 E: 505191
Location 2 : N: 7042800 N: 7042816 N: 7042827 N: 7042847 N: 7042865
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 08:00 08:10 08:20 08:30 08:40 08:50
S/048775
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
09‐03‐19 09‐03‐19
S/048772
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048773 S/048774
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.4 R.L: 16.3 R.L: 16.3 R.L: 16.4
Sample Number : S/048771
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048776
Date Tested : 09‐03‐19 09‐03‐19 09‐03‐19 09‐03‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.7% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 162/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.02 1.95 2.02 1.93
Density Test Results
Wet Density Ratio : 102.0% 101.5% 101.5% 101.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.2% CV(max) = 101.8% Mean = 101.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 2.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 0.5% Wet of OMC 3.0% Dry of OMC
Field Moisture Content : 11.0% 19.0% 20.5% 11.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 2.5% 2.0% ‐0.5% 3.0%
PCWD (t/m3) : 1.99 1.92 1.99 1.92
MDR Test Results
S/048367 S/048368 S/048369 S/048370
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 20‐03‐19 20‐03‐19 21‐03‐19 21‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505287 E: 505284 E: 505286 E: 505279
Location 2 : N: 7042935 N: 7042924 N: 7042880 N: 7042856
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 08:40 08:50 09:00 11:08
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/048368
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048369 S/048370
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.2 R.L: 16.0 R.L: 15.8 R.L: 15.3
Sample Number : S/048367
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 04‐03‐19 04‐03‐19 04‐03‐19 04‐03‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.4% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 163/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 27‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.05 1.91 2.16 1.95 2.14
95%
1.85
Density Test Results
Wet Density Ratio : 101.0% 97.0% 101.0% 103.0% 100.0% 96.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.5% CV(max) = 101.9% Mean = 99.7%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.5% Dry of OMC
22.5% 13.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 1.5% Dry of OMC 1.5% Dry of OMC 4.0% Dry of OMC
±2% of OMC
Field Moisture Content : 13.5% 14.5% 18.5% 21.0%
0.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.5% 1.5% 1.5% 1.5% 4.0%
PCWD (t/m3) : 2.03 1.96 2.14 1.90 2.14 1.93
MDR Test Results
S/048442S/048437 S/048438 S/048439 S/048440 S/048441
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 21‐03‐19 21‐03‐19 21‐03‐19 21‐03‐19 21‐03‐19 21‐03‐19
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
R.L: 16.8
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505211
N: 7042831
R.L: 16.9
Location 1 : E: 505233 E: 505215 E: 505214 E: 505212 E: 505215
Location 2 : N: 7042871 N: 7042881 N: 7042900 N: 7042885 N: 7042855
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 10:30 10:40 10:50 11:00 11:10 11:20
S/048441
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
05‐03‐19 05‐03‐19
S/048438
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048439 S/048440
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.9 R.L: 16.8 R.L: 16.5 R.L: 16.6
Sample Number : S/048437
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/048442
Date Tested : 05‐03‐19 05‐03‐19 05‐03‐19 05‐03‐19
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.7% n = 6 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 164/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.04 2.10 2.00 2.01
Density Test Results
Wet Density Ratio : 101.5% 103.0% 104.0% 104.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 102.1% CV(max) = 104.1% Mean = 103.1%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Variation from OMC : 4.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
3.0% Dry of OMC 2.5% Dry of OMC 0.0% Dry of OMC
Field Moisture Content : 13.0% 14.5% 21.5% 25.5%
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 4.5% 3.0% 2.5% 0.0%
PCWD (t/m3) : 2.01 2.05 1.92 1.93
MDR Test Results
S/048604 S/048605 S/048606 S/048607
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Date : 25‐03‐19 25‐03‐19 25‐03‐19 25‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
Location 1 : E: 505317 E: 505320 E: 505326 E: 505326
Location 2 : N: 7042881 N: 7042896 N: 7042896 N: 7042930
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Time : 07:41 10:30 10:40 10:50
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/048605
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/048606 S/048607
Lot Number : ‐ ‐ ‐ ‐
R.L: 15.7 R.L: 15.8 R.L: 15.8 R.L: 16.3
Sample Number : S/048604
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.2% n = 4 k = 0.828
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 165/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 166/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.1% n = 4 k = 0.828
S/048674 S/048675
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.4 R.L: 16.2 R.L: 15.9 R.L: 15.7
Sample Number : S/048672
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/048673
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 01:40 01:50 02:00 02:10
Location 1 : E: 505274 E: 505275 E: 505275 E: 505268
Location 2 : N: 7042925 N: 7042900 N: 7042876 N: 7042865
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/048672 S/048673 S/048674 S/048675
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 0.5% 0.5% 0.5% 1.0%
PCWD (t/m3) : 1.84 1.88 1.85 1.94
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 0.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 0.5% Dry of OMC 1.0% Dry of OMC
Field Moisture Content : 24.5% 21.0% 26.0% 22.0%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 105.0% 105.5% 102.5% 101.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 101.7% CV(max) = 105.3% Mean = 103.5%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.93 1.98 1.90 1.97
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Gold Coast) Accreditation Number ‐ 19667
Base Laboratory Site Number ‐ 22838 ‐ Gold Coast
Document Number : RF1 Date : 08‐03‐19
Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 167/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 28‐03‐19
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 1
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 08‐03‐19 08‐03‐19 08‐03‐19 08‐03‐19
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.9% n = 4 k = 0.828
S/048732 S/048733
Lot Number : ‐ ‐ ‐ ‐
R.L: 16.8 R.L: 16.8 R.L: 16.7 R.L: 16.7
Sample Number : S/048730
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/048731
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 10:45 10:50 10:55 11:00
Location 1 : E: 505224 E: 505224 E: 505226 E: 505225
Location 2 : N: 7042917 N: 7042899 N: 7042881 N: 7042869
Location 4 : ‐ ‐ ‐ ‐
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/048730 S/048731 S/048732 S/048733
Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown Sandy Clay ‐ Brown
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
Moisture Variation : 4.5% 4.5% 4.5% 4.5%
PCWD (t/m3) : 1.81 1.81 1.80 1.80
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐
Variation from OMC : 4.5% Dry of OMC
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
4.5% Dry of OMC 4.5% Dry of OMC 4.5% Dry of OMC
Field Moisture Content : 17.5% 19.0% 20.0% 16.5%
Density Specification : 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A
Wet Density Ratio : 107.5% 105.0% 106.0% 111.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 105.1% CV(max) = 109.9% Mean = 107.5%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 1.94 1.90 1.91 2.00
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.10 2.11 2.15 2.15 2.15
95%
2.06
Density Test Results
Wet Density Ratio : 97.5% 97.0% 101.0% 99.0% 100.0% 95.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.6% CV(max) = 100.0% Mean = 98.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.5% Dry of OMC
11.0% 12.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 1.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 15.5% 13.0% 15.0% 14.0%
2.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.5% 2.0% 1.0% 1.5% 2.0%
PCWD (t/m3) : 2.15 2.17 2.13 2.17 2.15 2.15
MDR Test Results
S/051719S/051714 S/051715 S/051716 S/051717 S/051718
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
MDR Test Date : 9/05/2019 9/05/2019 9/05/2019 9/05/2019 9/05/2019 9/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
7043049
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
‐
505150
7042933
Location 1 : ‐ ‐ ‐ ‐ ‐
Location 2 : 505006 505038 505001 504864 505186
Location 4 : R.L: FL ‐ 200 R.L: FL ‐ 200 R.L: FL ‐ 200 R.L: FL ‐ 200 R.L: FL ‐ 200 R.L: FL ‐ 200
Location 3 :
‐ ‐
Time : 08:20 08:30 08:40 08:50 09:00 09:10
S/051718
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
On site On site On site On site
7/05/2019 7/05/2019
S/051715
On site
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/051716 S/051717
Lot Number : ‐ ‐ ‐ ‐
7042818 7042716 7043019 704885
Sample Number : S/051714
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051719
Date Tested : 7/05/2019 7/05/2019 7/05/2019 7/05/2019
On site
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.0% n = 6 k = 0.828
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 169/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 5
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.08 2.11 2.06 2.13 2.07
95%
2.11
Density Test Results
Wet Density Ratio : 97.5% 98.0% 96.5% 98.5% 96.0% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.6% CV(max) = 98.1% Mean = 97.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
10.5% 11.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 12.0% 13.5% 14.0% 11.5%
2.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 1.5% 1.5% 2.0% 2.0%
PCWD (t/m3) : 2.13 2.15 2.13 2.16 2.16 2.16
MDR Test Results
S/051732S/051720 S/051721 S/051722 S/051727 S/051731
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
MDR Test Date : 9/05/2019 9/05/2019 9/05/2019 9/05/2019 9/05/2019 9/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
7043055
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
‐
505031
7042783
Location 1 : ‐ ‐ ‐ ‐ ‐
Location 2 : 505116 505380 505100 504927 505149
Location 4 : R.L: FL ‐ 200 R.L: FL ‐ 200 R.L: FL ‐ 200 R.L: FL ‐ 200 R.L: FL ‐ 200 R.L: FL ‐ 200
Location 3 :
‐ ‐
Time : 09:20 09:30 09:40 09:50 10:00 10:10
S/051731
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
On site On site On site On site
7/05/2019 7/05/2019
S/051721
On site
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/051722 S/051727
Lot Number : ‐ ‐ ‐ ‐
7042968 7043133 7042859 7042804
Sample Number : S/051720
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051732
Date Tested : 7/05/2019 7/05/2019 7/05/2019 7/05/2019
On site
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.9% n = 6 k = 0.828
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 169/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 5
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.12 2.07 2.07 2.08 2.11
95%
2.07
Density Test Results
Wet Density Ratio : 98.5% 96.0% 96.5% 95.5% 98.5% 95.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.4% CV(max) = 97.9% Mean = 96.7%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
11.5% 16.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.0% Dry of OMC 0.5% Wet of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 13.0% 14.0% 12.5% 15.5%
0.5% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
‐0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 1.5% 2.0% ‐0.5% 2.0%
PCWD (t/m3) : 2.15 2.16 2.15 2.17 2.14 2.17
MDR Test Results
S/051744S/051739 S/051740 S/051741 S/051742 S/051743
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
MDR Test Date : 9/05/2019 9/05/2019 9/05/2019 9/05/2019 9/05/2019 9/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
7042749
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
‐
504868
7042682
Location 1 : ‐ ‐ ‐ ‐ ‐
Location 2 : 505156 505306 504848 505240 505022
Location 4 : R.L: FL ‐ 100 R.L: FL ‐ 100 R.L: FL ‐ 100 R.L: FL ‐ 100 R.L: FL ‐ 100 R.L: FL ‐ 100
Location 3 :
‐ ‐
Time : 11:30 11:40 11:50 12:00 12:30 12:40
S/051743
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
On site On site On site On site
7/05/2019 7/05/2019
S/051740
On site
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/051741 S/051742
Lot Number : ‐ ‐ ‐ ‐
7042841 7042977 7042758 7042988
Sample Number : S/051739
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051744
Date Tested : 7/05/2019 7/05/2019 7/05/2019 7/05/2019
On site
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.5% n = 6 k = 0.828
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 169/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 3 of 5
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 169/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 4 of 5
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051738
Date Tested : 7/05/2019 7/05/2019 7/05/2019 7/05/2019
On site
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.3% n = 6 k = 0.828
S/051735 S/051736
Lot Number : ‐ ‐ ‐ ‐
7042893 7042788 7042831 7042873
Sample Number : S/051733 S/051737
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
On site On site On site On site
7/05/2019 7/05/2019
S/051734
On site
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 10:20 10:30 10:40 10:50 11:00 11:10
‐
504878
7042850
Location 1 : ‐ ‐ ‐ ‐ ‐
Location 2 : 504844 504879 505085 504975 505076
Location 4 : R.L: FL ‐ 100 R.L: FL ‐ 100 R.L: FL ‐ 100 R.L: FL ‐ 100 R.L: FL ‐ 100 R.L: FL ‐ 100
Location 3 : 7042970
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 9/05/2019 9/05/2019 9/05/2019 9/05/2019 9/05/2019 9/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/051738S/051733 S/051734 S/051735 S/051736 S/051737
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
2.14
MDR Test Results
1.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 2.0% 0.0% 1.5% 2.0%
PCWD (t/m3) : 2.14 2.18 2.15 2.12 2.18
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.0% Dry of OMC
15.0% 15.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC At OMC 1.5% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 13.0% 11.0% 16.0% 15.5%
1.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 96.0% 97.0% 95.5% 99.0% 96.0% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.6% CV(max) = 97.7% Mean = 96.7%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.06 2.11 2.05 2.11 2.10
95%
2.07
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.13 2.08 2.11 2.07 2.10
95%
2.11
Density Test Results
Wet Density Ratio : 100.0% 96.5% 97.5% 95.5% 97.0% 97.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.0% CV(max) = 98.5% Mean = 97.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
13.0% 12.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 12.0% 15.5% 15.0% 13.5%
2.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 1.0% 1.5% 2.0% 2.0%
PCWD (t/m3) : 2.13 2.15 2.17 2.16 2.16 2.17
MDR Test Results
S/051750S/051745 S/051746 S/051747 S/051748 S/051749
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
MDR Test Date : 9/05/2019 9/05/2019 9/05/2019 9/05/2019 9/05/2019 9/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
7042908
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
‐
505185
7042922
Location 1 : ‐ ‐ ‐ ‐ ‐
Location 2 : 505017 505261 505046 504930 505234
Location 4 : R.L: FL ‐ 100 R.L: FL ‐ 100 R.L: FL ‐ 100 R.L: FL ‐ 100 R.L: FL ‐ 100 R.L: FL ‐ 100
Location 3 :
‐ ‐
Time : 12:50 13:00 13:10 13:20 13:30 13:40
S/051749
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
On site On site On site On site
7/05/2019 7/05/2019
S/051746
On site
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/051747 S/051748
Lot Number : ‐ ‐ ‐ ‐
7042860 7042938 7042914 7042844
Sample Number : S/051745
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051750
Date Tested : 7/05/2019 7/05/2019 7/05/2019 7/05/2019
On site
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.5% n = 6 k = 0.828
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 169/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 5 of 5
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 168/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 16/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 5
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051651
Date Tested : 6/05/2019 6/05/2019 6/05/2019 6/05/2019
On Site
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.3% n = 6 k = 0.828
S/051648 S/051649
Lot Number : ‐ ‐ ‐ ‐
7043185 7042841 7043038 7042807
Sample Number : S/051646 S/051650
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
On Site On Site On Site On Site
6/05/2019 6/05/2019
S/051647
On Site
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 08:10 08:20 08:30 08:40 08:50 09:00
‐
505223
7043097
Location 1 : ‐ ‐ ‐ ‐ ‐
Location 2 : 505481 505431 504831 504835 505154
Location 4 : RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200
Location 3 : 7042799
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/05/2019 8/05/2019 8/05/2019 8/05/2019 8/05/2019 8/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/051651S/051646 S/051647 S/051648 S/051649 S/051650
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
2.14
MDR Test Results
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 2.0% 1.5% 2.0% 2.0%
PCWD (t/m3) : 2.14 2.11 2.12 2.14 2.11
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.0% Dry of OMC
12.5% 14.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 11.0% 14.0% 13.0% 13.0%
2.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 96.5% 99.5% 99.5% 97.5% 98.0% 97.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.0% CV(max) = 99.0% Mean = 98.0%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.06 2.11 2.11 2.08 2.07
95%
2.08
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.05 2.11 2.12 2.11 2.08
95%
2.07
Density Test Results
Wet Density Ratio : 95.0% 99.5% 98.5% 100.0% 97.5% 95.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.0% CV(max) = 99.4% Mean = 97.7%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
13.0% 15.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 10.0% 12.5% 14.5% 15.0%
1.5% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
1.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 2.0% 2.0% 2.0% 2.0%
PCWD (t/m3) : 2.15 2.12 2.15 2.11 2.13 2.16
MDR Test Results
S/051657S/051652 S/051653 S/051654 S/051655 S/051656
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
MDR Test Date : 8/05/2019 8/05/2019 8/05/2019 8/05/2019 8/05/2019 8/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
7042923
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
‐
504976
7042741
Location 1 : ‐ ‐ ‐ ‐ ‐
Location 2 : 504830 505150 505149 50577 504941
Location 4 : RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200
Location 3 :
‐ ‐
Time : 09:10 09:20 09:30 09:40 09:50 10:00
S/051656
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
On Site On Site On Site On Site
6/05/2019 6/05/2019
S/051653
On Site
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/051654 S/051655
Lot Number : ‐ ‐ ‐ ‐
7042633 7042637 7042979 7042926
Sample Number : S/051652
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051657
Date Tested : 6/05/2019 6/05/2019 6/05/2019 6/05/2019
On Site
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.1% n = 6 k = 0.828
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 168/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 16/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 5
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 168/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 16/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 3 of 5
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051663
Date Tested : 6/05/2019 6/05/2019 6/05/2019 6/05/2019
On Site
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.1% n = 6 k = 0.828
S/051660 S/051661
Lot Number : ‐ ‐ ‐ ‐
7042898 7042984 7042914 7042864
Sample Number : S/051658 S/051662
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
On Site On Site On Site On Site
6/05/2019 6/05/2019
S/051659
On Site
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 10:10 10:20 10:30 10:40 10:50 11:00
‐
505040
7042882
Location 1 : ‐ ‐ ‐ ‐ ‐
Location 2 : 505293 504887 504897 505244 505086
Location 4 : RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200
Location 3 : 7043000
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/05/2019 8/05/2019 8/05/2019 8/05/2019 8/05/2019 8/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/051663S/051658 S/051659 S/051660 S/051661 S/051662
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
2.16
MDR Test Results
1.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 2.0% 2.0% 2.0% 1.5%
PCWD (t/m3) : 2.18 2.15 2.13 2.15 2.13
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.0% Dry of OMC
14.5% 15.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC 1.5% Dry of OMC
±2% of OMC
Field Moisture Content : 11.5% 12.5% 13.0% 15.0%
1.5% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 97.0% 98.0% 97.5% 96.0% 97.0% 95.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.9% CV(max) = 97.6% Mean = 96.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.11 2.10 2.08 2.06 2.07
95%
2.05
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.10 2.04 2.08 2.05 2.08
95%
2.06
Density Test Results
Wet Density Ratio : 98.0% 96.0% 97.0% 95.5% 97.5% 96.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.9% CV(max) = 97.5% Mean = 96.7%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.5% Dry of OMC
11.0% 14.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 14.0% 14.5% 12.0% 14.5%
2.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.5% 1.5% 2.0% 1.5% 2.0%
PCWD (t/m3) : 2.14 2.13 2.15 2.15 2.13 2.14
MDR Test Results
S/051669S/051664 S/051665 S/051666 S/051667 S/051668
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
MDR Test Date : 8/05/2019 8/05/2019 8/05/2019 8/05/2019 8/05/2019 8/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
7042964
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
‐
504851
7042959
Location 1 : ‐ ‐ ‐ ‐ ‐
Location 2 : 505343 505037 504921 505261 505358
Location 4 : RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200
Location 3 :
‐ ‐
Time : 11:20 11:30 11:40 11:50 12:00 12:30
S/051668
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
On Site On Site On Site On Site
6/05/2019 6/05/2019
S/051665
On Site
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/051666 S/051667
Lot Number : ‐ ‐ ‐ ‐
7043023 7042969 7042867 7043013
Sample Number : S/051664
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051669
Date Tested : 6/05/2019 6/05/2019 6/05/2019 6/05/2019
On Site
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.0% n = 6 k = 0.828
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 168/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 16/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 4 of 5
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 168/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 16/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 5 of 5
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051675
Date Tested : 6/05/2019 6/05/2019 6/05/2019 6/05/2019
On Site
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.5% n = 6 k = 0.828
S/051672 S/051673
Lot Number : ‐ ‐ ‐ ‐
7043104 7042931 7042942 7042710
Sample Number : S/051670 S/051674
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
On Site On Site On Site On Site
6/05/2019 6/05/2019
S/051671
On Site
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 12:40 12:50 13:00 13:10 13:20 13:30
‐
504993
7042662
Location 1 : ‐ ‐ ‐ ‐ ‐
Location 2 : 505434 505006 505206 504884 504942
Location 4 : RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200 RL: FL ‐ 200
Location 3 : 7042676
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 8/05/2019 8/05/2019 8/05/2019 8/05/2019 8/05/2019 8/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/051675S/051670 S/051671 S/051672 S/051673 S/051674
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
2.17
MDR Test Results
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.0% 2.0% 2.0% 1.5% 0.0%
PCWD (t/m3) : 2.14 2.16 2.14 2.15 2.13
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 1.0% Dry of OMC
16.0% 13.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 2.0% Dry of OMC 1.5% Dry of OMC 0.0% Dry of OMC
±2% of OMC
Field Moisture Content : 15.0% 15.0% 13.5% 13.0%
2.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 99.0% 97.0% 97.0% 96.0% 99.0% 95.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.0% CV(max) = 98.5% Mean = 97.3%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.12 2.10 2.07 2.06 2.11
95%
2.07
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.11 2.13 2.14 2.05 2.13
95%
2.08
Density Test Results
Wet Density Ratio : 99.0% 98.5% 101.5% 96.5% 99.0% 95.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.6% CV(max) = 100.1% Mean = 98.3%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
15.0% 11.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC At OMC 1.5% Dry of OMC 1.5% Dry of OMC
±2% of OMC
Field Moisture Content : 11.0% 11.5% 15.0% 14.0%
2.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 2.0% 0.0% 1.5% 1.5%
PCWD (t/m3) : 2.14 2.16 2.10 2.13 2.15 2.18
MDR Test Results
S/051790S/051785 S/051786 S/051787 S/051788 S/051789
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
MDR Test Date : 13/05/2019 13/05/2019 13/05/2019 13/05/2019 13/05/2019 13/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
Finish Level
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505172
N: 7043012
Finish Level
Location 1 : E: 504394 E: 505139 E: 505084 E: 504894 E: 505379
Location 2 : N: 7042781 N: 7043028 N: 7042953 N: 7042754 N: 7042922
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 09:15 09:20 09:25 09:30 09:35 09:40
S/051789
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
16/05/2019 16/05/2019
S/051786
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/051787 S/051788
Lot Number : ‐ ‐ ‐ ‐
Finish Level Finish Level Finish Level Finish Level
Sample Number : S/051785
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051790
Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 2.1% n = 6 k = 0.828
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 171/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 6
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 171/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 6
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051796
Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.2% n = 6 k = 0.828
S/051793 S/051794
Lot Number : ‐ ‐ ‐ ‐
Finish Level Finish Level Finish Level Finish Level
Sample Number : S/051791 S/051795
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
16/05/2019 16/05/2019
S/051792
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 09:45 09:50 09:55 10:00 10:05 10:10
E: 505359
N: 7043102
Finish Level
Location 1 : E: 504960 E: 505114 E: 505213 E: 505400 E: 505039
Location 2 : N: 7042974 N: 7043013 N: 7043008 N: 7043037 N: 7043056
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : Finish Level
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 13/05/2019 13/05/2019 13/05/2019 13/05/2019 13/05/2019 13/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/051796S/051791 S/051792 S/051793 S/051794 S/051795
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
2.15
MDR Test Results
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 1.5% 0.0% 2.0% 1.5%
PCWD (t/m3) : 2.17 2.15 2.12 2.17 2.16
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.0% Dry of OMC
13.0% 14.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 0.0% Dry of OMC 2.0% Dry of OMC 1.5% Dry of OMC
±2% of OMC
Field Moisture Content : 12.0% 12.0% 16.0% 14.0%
2.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 99.0% 99.5% 98.5% 97.0% 96.5% 97.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.9% CV(max) = 98.9% Mean = 97.9%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.15 2.15 2.10 2.11 2.09
95%
2.08
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.07 2.15 2.06 2.08 2.06
95%
2.07
Density Test Results
Wet Density Ratio : 96.5% 99.5% 95.5% 97.0% 95.5% 95.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 95.3% CV(max) = 97.9% Mean = 96.6%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 0.0% Wet of OMC
13.5% 10.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC 1.5% Dry of OMC
±2% of OMC
Field Moisture Content : 16.0% 11.0% 14.5% 11.0%
2.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% 2.0% 1.5% 2.0% 1.5%
PCWD (t/m3) : 2.14 2.16 2.16 2.14 2.16 2.17
MDR Test Results
S/051802S/051797 S/051798 S/051799 S/051800 S/051801
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
MDR Test Date : 13/05/2019 13/05/2019 13/05/2019 13/05/2019 13/05/2019 13/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
Finish Level
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505298
N: 7043041
Finish Level
Location 1 : E: 505403 E: 505059 E: 505325 E: 505048 E: 505396
Location 2 : N: 7042995 N: 7042668 N: 7043109 N: 7043061 N: 7042878
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 10:15 10:20 10:25 10:30 10:35 10:40
S/051801
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
16/05/2019 16/05/2019
S/051798
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/051799 S/051800
Lot Number : ‐ ‐ ‐ ‐
Finish Level Finish Level Finish Level Finish Level
Sample Number : S/051797
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051802
Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.6% n = 6 k = 0.828
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 171/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 3 of 6
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 171/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 4 of 6
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051808
Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.2% n = 6 k = 0.828
S/051805 S/051806
Lot Number : ‐ ‐ ‐ ‐
Finish Level Finish Level Finish Level Finish Level
Sample Number : S/051803 S/051807
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
16/05/2019 16/05/2019
S/051804
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 10:45 10:50 10:55 11:00 11:05 11:10
E: 505439
N: 7043036
Finish Level
Location 1 : E: 505062 E: 505078 E: 505005 E: 505012 E: 505104
Location 2 : N: 7042771 N: 7043053 N: 7043062 N: 7042993 N: 7042676
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 : Finish Level
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 13/05/2019 13/05/2019 13/05/2019 13/05/2019 13/05/2019 13/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/051808S/051803 S/051804 S/051805 S/051806 S/051807
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
2.17
MDR Test Results
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.5% 1.5% 2.0% 1.5% 2.0%
PCWD (t/m3) : 2.12 2.15 2.17 2.15 2.17
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 1.5% Dry of OMC
12.0% 15.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 15.0% 13.0% 12.0% 14.0%
At OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 99.5% 96.0% 97.0% 96.5% 97.5% 97.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.2% CV(max) = 98.3% Mean = 97.3%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.11 2.07 2.10 2.07 2.12
95%
2.11
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.14 2.15 2.07 2.13 2.15
95%
2.11
Density Test Results
Wet Density Ratio : 98.5% 100.0% 97.0% 99.5% 100.5% 97.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.5% CV(max) = 100.0% Mean = 98.8%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 2.0% Dry of OMC
11.5% 16.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 13.0% 14.5% 13.5% 14.0%
0.5% Wet of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
‐0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 1.5% 2.0% 1.5% 2.0%
PCWD (t/m3) : 2.17 2.15 2.13 2.13 2.14 2.18
MDR Test Results
S/051814S/051809 S/051810 S/051811 S/051812 S/051813
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
MDR Test Date : 13/05/2019 13/05/2019 13/05/2019 13/05/2019 13/05/2019 13/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
‐
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
Retest For Sample
No. S/043035
‐
‐
Location 1 : E: 504917 E: 505302Retest For Sample
No. S/043471
Retest For Sample
No. S/043473
Retest For Sample
No. S/043033
Location 2 : N: 7043055 N: 7042941 ‐ ‐ ‐
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 11:15 11:20 11:25 11:30 11:35 11:40
S/051813
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
16/05/2019 16/05/2019
S/051810
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/051811 S/051812
Lot Number : ‐ ‐ ‐ ‐
Finish Level Finish Level ‐ ‐
Sample Number : S/051809
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051814
Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.5% n = 6 k = 0.828
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 171/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 5 of 6
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 171/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 6 of 6
Location : Glenview
‐ ‐
‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019
Material Type : General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.6% n = 5 k = 0.828
S/051817 S/051818
Lot Number : ‐ ‐ ‐ ‐
‐ ‐ ‐ ‐
Sample Number : S/051815 S/051819
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
16/05/2019
S/051816
Onsite
AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐
Time : 11:45 11:50 11:55 12:00 12:05
Location 1 :Retest For Sample
No. S/043036
Retest For Sample
No. S/043037
Retest For Sample
No. S/043038
Retest For Sample
No. S/043502
Retest For Sample
No. S/045660
Location 2 : ‐ ‐ ‐ ‐ ‐
Location 4 : ‐ ‐ ‐ ‐ ‐
Location 3 : ‐
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 13/05/2019 13/05/2019 13/05/2019 13/05/2019 13/05/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
S/051815 S/051816 S/051817 S/051818 S/051819
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
MDR Test Results
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
‐
Moisture Variation : 2.0% 0.0% 2.0% 1.5% 2.0%
PCWD (t/m3) : 2.13 2.18 2.14 2.14 2.16
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
Variation from OMC : 2.0% Dry of OMC
11.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.0% Dry of OMC 2.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC
Field Moisture Content : 12.0% 16.0% 10.0% 13.0%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 99.0% 98.5% 98.0% 96.0% 95.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.1% CV(max) = 98.7% Mean = 97.4%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.11 2.15 2.10 2.06 2.06
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 170/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 5
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051757
Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 0.8% n = 6 k = 0.828
S/051754 S/051755
Lot Number : ‐ ‐ ‐ ‐
0.1m Below Finish
Level
0.1m Below Finish
Level
0.1m Below Finish
Level
0.1m Below Finish
Level
Sample Number : S/051752 S/051756
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
16/05/2019 16/05/2019
S/051753
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 07:15 07:20 07:25 07:30 07:35 07:40
E: 505092
N: 7042796
0.1m Below Finish
Level
Location 1 : E: 505108 E: 505338 E: 505297 E: 505309 E: 505110
Location 2 : N: 7043040 N: 7042873 N: 7042859 N: 7043075 N: 7042697
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :0.1m Below Finish
Level
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 10/05/2019 10/05/2019 10/05/2019 10/05/2019 10/05/2019 10/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/051757S/051752 S/051753 S/051754 S/051755 S/051756
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
2.17
MDR Test Results
0.5%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 1.5% 2.0% 0.0% 2.0%
PCWD (t/m3) : 2.15 2.16 2.16 2.15 2.14
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.0% Dry of OMC
12.0% 16.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.0% Dry of OMC 0.0% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 10.0% 13.5% 10.0% 16.0%
0.5% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 96.5% 98.5% 97.0% 98.5% 98.0% 98.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.1% CV(max) = 98.4% Mean = 97.8%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.07 2.12 2.10 2.12 2.10
95%
2.13
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.13 2.08 2.06 2.08 2.14
95%
2.10
Density Test Results
Wet Density Ratio : 100.0% 97.5% 95.5% 96.0% 100.0% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.2% CV(max) = 99.3% Mean = 97.8%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.5% Dry of OMC
15.0% 16.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC 1.5% Dry of OMC
±2% of OMC
Field Moisture Content : 14.0% 13.0% 13.0% 13.0%
0.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
0.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.5% 1.5% 2.0% 2.0% 1.5%
PCWD (t/m3) : 2.13 2.13 2.16 2.17 2.14 2.15
MDR Test Results
S/051763S/051758 S/051759 S/051760 S/051761 S/051762
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
MDR Test Date : 10/05/2019 10/05/2019 10/05/2019 10/05/2019 10/05/2019 10/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
0.1m Below Finish
Level
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 504999
N: 7042712
0.1m Below Finish
Level
Location 1 : E: 504859 E: 505079 E: 505260 E: 504901 E: 505230
Location 2 : N: 7043015 N: 7042903 N: 7043079 N: 7042950 N: 7042966
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 07:45 07:50 07:55 08:00 08:05 08:10
S/051762
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
16/05/2019 16/05/2019
S/051759
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/051760 S/051761
Lot Number : ‐ ‐ ‐ ‐
0.1m Below Finish
Level
0.1m Below Finish
Level
0.1m Below Finish
Level
0.1m Below Finish
Level
Sample Number : S/051758
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051763
Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.9% n = 6 k = 0.828
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 170/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 5
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 170/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 3 of 5
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051769
Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.5% n = 6 k = 0.828
S/051766 S/051767
Lot Number : ‐ ‐ ‐ ‐
0.1m Below Finish
Level
0.1m Below Finish
Level
0.1m Below Finish
Level
0.1m Below Finish
Level
Sample Number : S/051764 S/051768
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
16/05/2019 16/05/2019
S/051765
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 08:15 08:20 08:25 08:30 08:35 08:40
E: 505205
N: 7042971
0.1m Below Finish
Level
Location 1 : E: 504953 E: 504972 E: 505350 E: 505280 E: 504972
Location 2 : N: 7042711 N: 7042932 N: 7043061 N: 7042887 N: 7042789
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :0.1m Below Finish
Level
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 10/05/2019 10/05/2019 10/05/2019 10/05/2019 10/05/2019 10/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/051769S/051764 S/051765 S/051766 S/051767 S/051768
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
2.15
MDR Test Results
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 2.0% 1.5% 2.0% 1.5% 2.0%
PCWD (t/m3) : 2.17 2.12 2.13 2.13 2.13
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 2.0% Dry of OMC
11.0% 12.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
1.5% Dry of OMC 2.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 11.0% 13.5% 13.0% 14.5%
2.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 99.0% 100.5% 99.5% 97.0% 97.0% 97.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.2% CV(max) = 99.6% Mean = 98.4%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.14 2.14 2.13 2.07 2.07
95%
2.09
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.11 2.14 2.10 2.07 2.06
95%
2.10
Density Test Results
Wet Density Ratio : 98.0% 99.0% 98.0% 97.5% 96.0% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.6% CV(max) = 98.4% Mean = 97.5%
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A N/A
Variation from OMC : 1.5% Dry of OMC
11.5% 12.0%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Dry of OMC 2.0% Dry of OMC 1.0% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 14.0% 16.0% 12.0% 15.0%
2.0% Dry of OMC
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 1.5% 0.5% 2.0% 1.0% 2.0%
PCWD (t/m3) : 2.16 2.16 2.14 2.11 2.14 2.18
MDR Test Results
S/051775S/051770 S/051771 S/051772 S/051773 S/051774
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
MDR Test Date : 10/05/2019 10/05/2019 10/05/2019 10/05/2019 10/05/2019 10/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
0.1m Below Finish
Level
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
E: 505373
N: 7043044
0.1m Below Finish
Level
Location 1 : E: 504883 E: 505105 E: 504999 E: 505075 E: 504952
Location 2 : N: 7042945 N: 7042948 N: 7042772 N: 7042673 N: 7042645
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :
‐ ‐
Time : 08:45 08:50 08:55 09:00 09:05 09:10
S/051774
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
16/05/2019 16/05/2019
S/051771
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
S/051772 S/051773
Lot Number : ‐ ‐ ‐ ‐
0.1m Below Finish
Level
0.1m Below Finish
Level
0.1m Below Finish
Level
0.1m Below Finish
Level
Sample Number : S/051770
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051775
Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.1% n = 6 k = 0.828
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 170/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 4 of 5
Location : Glenview
‐ ‐
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 8/03/2019
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 170/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 17/05/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 5 of 5
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.7.1
S/051781
Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.7% n = 6 k = 0.828
S/051778 S/051779
Lot Number : ‐ ‐ ‐ ‐
0.1m Below Finish
Level
0.1m Below Finish
Level
0.1m Below Finish
Level
0.1m Below Finish
Level
Sample Number : S/051776 S/051780
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
16/05/2019 16/05/2019
S/051777
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 09:15 09:20 09:25 09:30 09:35 09:40
E: 504854
N: 7042833
0.1m Below Finish
Level
Location 1 : E: 505052 E: 505334 E: 504964 E: 505024 E: 504999
Location 2 : N: 7042817 N: 7042944 N: 7042838 N: 7042684 N: 7042905
Location 4 : ‐ ‐ ‐ ‐ ‐ ‐
Location 3 :0.1m Below Finish
Level
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 10/05/2019 10/05/2019 10/05/2019 10/05/2019 10/05/2019 10/05/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/051781S/051776 S/051777 S/051778 S/051779 S/051780
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
Clayey Sand ‐
Mottled Orange &
White
2.14
MDR Test Results
2.0%
ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
Moisture Variation : 0.0% ‐0.5% 2.0% 1.5% 2.0%
PCWD (t/m3) : 2.10 2.09 2.16 2.16 2.16
Moisture Test Results :
ADJ Moisture Variation : ‐ ‐ ‐ ‐ ‐
N/A
Variation from OMC : 0.0% Wet of OMC
14.0% 11.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
0.5% Wet of OMC 2.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 16.0% 16.0% 13.5% 12.5%
2.0% Dry of OMC
Density Specification : 95% 95% 95% 95% 95%
Moisture Ratio : N/A N/A N/A N/A N/A
Wet Density Ratio : 98.5% 98.5% 95.5% 97.0% 98.0% 100.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 96.6% CV(max) = 99.4% Mean = 98.0%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Wet Density (t/m3) : 2.07 2.06 2.06 2.10 2.12
95%
2.15
Density Test Results
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 9/09/2019
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
‐ ‐
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 172/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/10/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 1 of 2
Location : Glenview
‐ ‐
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
S/059138
Date Tested : 10/10/2019 10/10/2019 10/10/2019 10/10/2019
Onsite
Material Type : General Fill General Fill General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.8% n = 6 k = 0.828
S/059135 S/059136
Lot Number : ‐ ‐ ‐ ‐
N: 7042836 N: 7042833 N: 7042847 N: 7042886
Sample Number : S/059119 S/059137
150 / 150
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
10/10/2019 10/10/2019
S/059134
Onsite
AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
‐ ‐
Time : 10:00 10:05 10:10 10:15 10:20 10:25
Park Area
E: 505372
N: 7042943
Location 1 : Park Area Park Area Park Area Park Area Park Area
Location 2 : E: 505349 E: 505371 E: 505361 E: 505351 E: 505351
Location 4 : R.L: 14.4 R.L: 14.3 R.L: 14.5 R.L: 15.1 R.L: 15.2 R.L: 15.3
Location 3 : N: 7042912
Oversize Wet : ‐ ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 11/10/2019 11/10/2019 11/10/2019 11/10/2019 11/10/2019 11/10/2019
MDR Sample Number :
< 19mm
‐
Oversize Dry : ‐ ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No No
‐
No
S/059119 S/059134 S/059135 S/059136 S/059137
Sandy Clay ‐ Grey Sandy Clay ‐ Grey Sandy Clay ‐ Grey Sandy Clay ‐ Grey Sandy Clay ‐ Grey Sandy Clay ‐ Grey
ADJ MDD (t/m3) : ‐ ‐ ‐ ‐
‐
Soil Description :
‐ ‐
OMC : 25.0% 23.0% 23.0% 24.0% 21.0%
MDD (t/m3) : 1.74 1.72 1.71 1.72 1.73 1.76
Moisture Test Results :
ADJ OMC : ‐ ‐ ‐ ‐ ‐
19.0% 18.5%
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 1.5% Dry of OMC 2.0% Dry of OMC 2.0% Dry of OMC
±2% of OMC
Field Moisture Content : 24.0% 21.0% 22.0% 22.0%
2.0% Dry of OMC
Moisture Ratio : 95.5% 90.5% 94.0% 92.5% 89.5% 90.0%
Variation from OMC : 1.0% Dry of OMC
Dry Density Ratio : 96.5% 99.0% 99.0% 98.0% 101.5% 97.0%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.0% CV(max) = 100.0% Mean = 98.5%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Dry Density (t/m3) : 1.68 1.71 1.69 1.69 1.76
95%
1.71
Density Test Results
Density Specification : 95% 95% 95% 95% 95%
Protest Engineering
ABN: 26 602 913 673
www.protestengineering.com
Gold Coast | Sunshine Coast | Melbourne | Emerald
21.0%
MDR Test Results
S/059138
Accredited for Compliance with ISO/ IEC 17025 ‐ Testing
Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499
Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast
Document Number : RF1 Date : 9/09/2019
Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551
Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 172/1
Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 14/10/2019
Project Name : Harmony Phase 3 Bulk Earthworks Test Request : ‐
Project Number : PTP/01303Page 2 of 2
Location : Glenview
‐ ‐
Test Methods : AS1289.5.4.1, AS1289.5.8.1, AS1289.2.1.1, AS1289.5.1.1
Date Tested : 10/10/2019 10/10/2019 10/10/2019 10/10/2019
Material Type : General Fill General Fill General Fill General Fill
Oversize Density ‐ Dry (t/m³) : ‐ ‐
Std. Dev. = 1.1% n = 4 k = 0.828
S/059141 S/059142
Lot Number : ‐ ‐ ‐ ‐
N: 7042910 N: 7042897 N: 7042912 N: 7042931
Sample Number : S/059139
Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4
Onsite Onsite Onsite Onsite
S/059140
Test / Layer Depths : 150 / 150 150 / 150 150 / 150 150 / 150
Material Source :
Time : 10:30 10:35 10:40 10:45
Location 1 : Park Area Park Area Park Area Park Area
Location 2 : E: 505373 E: 505378 E: 505382 E: 505394
Location 4 : R.L: 15.1 R.L: 14.9 R.L: 15.2 R.L: 15.1
Location 3 :
Oversize Wet : ‐ ‐ ‐ ‐
Test Fraction (mm) : < 19mm < 19mm < 19mm < 19mm
MDR Test Date : 11/10/2019 11/10/2019 11/10/2019 11/10/2019
MDR Sample Number :
Oversize Dry : ‐ ‐ ‐ ‐
Assigned MDR (Yes/No) : No No No No
S/059139 S/059140 S/059141 S/059142
Sandy Clay ‐ Grey Sandy Clay ‐ Grey Sandy Clay ‐ Grey Sandy Clay ‐ Grey
ADJ MDD (t/m3) : ‐ ‐ ‐ ‐
Soil Description :
OMC : 18.0% 19.5% 19.5% 18.0%
MDD (t/m3) : 1.84 1.83 1.84 1.85
Moisture Test Results :
ADJ OMC : ‐ ‐ ‐ ‐
Moisture Specification : ±2% of OMC ±2% of OMC ±2% of OMC ±2% of OMC
2.0% Dry of OMC 2.0% Dry of OMC 1.0% Dry of OMC
Field Moisture Content : 16.0% 17.0% 17.0% 17.0%
Moisture Ratio : 87.5% 89.0% 88.5% 95.0%
Variation from OMC : 2.0% Dry of OMC
Dry Density Ratio : 99.0% 98.5% 98.0% 96.5%
Characteristic Value (Q020) :
Degree of Saturation / Required : ‐ ‐ ‐ ‐
Remarks : ‐
CV(min) = 97.1% CV(max) = 98.9% Mean = 98.0%
APPROVED SIGNATORY
Sean Kelly ‐ Signatory
Field Dry Density (t/m3) : 1.82 1.80 1.80 1.79
Density Test Results
Density Specification : 95% 95% 95% 95%
Protest Engineering
ABN: 26 602 913 673
www.protestengineering.com
Gold Coast | Sunshine Coast | Melbourne | Emerald
MDR Test Results
Test Location PlanHarmony, Phase 3Bulk EarthworksQLD
CLIENT:
OFFICE: Sunshine Coast DRAWN BY: Danial Lingard
DATE: 16 MAY 2019
TITLE:SHADFORTH PTY. LTD.
REVISION: 1
PROJECT No: PTP/01303
DRAWING No: 1NSCALE: NTS Test Location
Legend N
Test Location PlanHarmony, Phase 3Bulk EarthworksQLD
CLIENT:
OFFICE: Sunshine Coast DRAWN BY: Danial Lingard
DATE: 16 MAY 2019
TITLE:SHADFORTH PTY. LTD.
REVISION: 1
PROJECT No: PTP/01303
DRAWING No: 2NSCALE: NTS Test Location
Legend N
Test Location PlanHarmony, Phase 3Bulk EarthworksQLD
CLIENT:
OFFICE: Sunshine Coast DRAWN BY: Danial Lingard
DATE: 16 MAY 2019
TITLE:SHADFORTH PTY. LTD.
REVISION: 1
PROJECT No: PTP/01303
DRAWING No: 3NSCALE: NTS Test Location
Legend N
Test Location PlanHarmony, Phase 3Bulk EarthworksQLD
CLIENT:
OFFICE: Sunshine Coast DRAWN BY: Danial Lingard
DATE: 16 MAY 2019
TITLE:SHADFORTH PTY. LTD.
REVISION: 1
PROJECT No: PTP/01303
DRAWING No: 4NSCALE: NTS Test Location
Legend N
Test Location PlanHarmony, Phase 3Bulk EarthworksQLD
CLIENT:
OFFICE: Sunshine Coast DRAWN BY: Danial Lingard
DATE: 16 MAY 2019
TITLE:SHADFORTH PTY. LTD.
REVISION: 1
PROJECT No: PTP/01303
DRAWING No: 6NSCALE: NTS Test Location
Legend N
Test Location PlanHarmony, Phase 3Bulk EarthworksQLD
CLIENT:
OFFICE: Sunshine Coast DRAWN BY: Danial Lingard
DATE: 16 MAY 2019
TITLE:SHADFORTH PTY. LTD.
REVISION: 1
PROJECT No: PTP/01303
DRAWING No: 7NSCALE: NTS Test Location
Legend N
Recommended