ptp 001303 - 0005 - level one summary report phase 3 · 2020. 8. 11. · std. dev. = 1.7% n = 10 k...

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: [email protected]

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.

http://www.protestengineering.com/

mailto:[email protected]

of 3



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)

of 3



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




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


Date Tested : 24/09/2018 24/09/2018 24/09/2018 24/09/2018

Material Type : General Fill General Fill General Fill General Fill


Std. Dev. = 1.7% n = 10 k = 0.828

S/036881 S/036882


N: 2567.054 N: 2569.201 N: 2569.971 N: 2571.718

Sample Number :


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


ADJ OMC : - - - -


Moisture Specification : - - - -

0.5% Wet of OMC 0.0% Dry of OMC 0.0% Wet of OMC


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%



Remarks : -

CV(min) = 95.8% CV(max) = 98.7% Mean = 97.3%

APPROVED SIGNATORY


Field Dry Density (t/m3) : 1.45 1.54 1.26 1.53





APPROVED SIGNATORY



95%

1.54





Remarks : -

CV(min) = 96.5% CV(max) = 99.6% Mean = 98.1%


Moisture Ratio : 101.0% 101.0% 100.0% 104.0% 101.5% 100.5%


26.0% 26.0%



±2% of OMC


0.0% Wet of OMC


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

-



-

No

R.L: 16.84



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



AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


Material Source :

20/09/2018 20/09/2018

S/036502 S/036503 S/036504


R.L: 16.47 R.L: 16.59 R.L: 16.72 R.L: 16.64

Sample Number :

- -


S/036506

Date Tested : 20/09/2018 20/09/2018 20/09/2018 20/09/2018

Onsite



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 : -


Location :

Shadforth

99 Sandalwood Lane, Forest Glen, QLD, 4556


Glenview

- -

S/036501





Client Address : 149, Sippy Downs Drive, 4556 Report Date : 4/10/2018



Location : Glenview

S/036507


Date Tested : 20/09/2018 20/09/2018

Material Type : General Fill General Fill


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


ADJ 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%


Degree of Saturation / Required : - -

Remarks : -

CV(min) = 99.3% CV(max) = 101.6% Mean = 100.4%

APPROVED SIGNATORY


Field Dry Density (t/m3) : 1.81 1.84





- -


Client Address : 99 Sandalwood Lane, Forest Glen, QLD, 4556 Report Date : 27/09/2018



Location : Glenview

- -

S/036735

- -


S/036740

Date Tested : 21/09/2018 21/09/2018 21/09/2018 21/09/2018

Onsite



Std. Dev. = 2.1% n = 7 k = 0.828

S/036737 S/036738


N: 2551.097 N: 2527.434 N: 2506.857 N: 2481.101

Sample Number : S/036739

150 / 150



AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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 3 : N: 2564.445



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

-



-

No

S/036740S/036735 S/036736 S/036737 S/036738 S/036739

Silty Sand with Clay

(SM) - Dark Grey


(SM) - Black


(SM) - Grey


(SM) - Dark Grey


(SM) - Dark Grey


(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


ADJ OMC : - - - - -

100.0%

Variation from OMC : 0.5% Dry of OMC

22.5% 9.5%


0.5% Wet of OMC 0.0% Wet of OMC 1.0% Dry of OMC 0.5% Wet of OMC

±2% of OMC


0.0% Wet of OMC


Moisture Ratio : 96.5% 105.0% 100.5% 92.5% 102.0%




Remarks : -

CV(min) = 96.4% CV(max) = 99.8% Mean = 98.1%

APPROVED SIGNATORY



95%

1.77





APPROVED SIGNATORY


Field Dry Density (t/m3) : 1.89


Dry Density Ratio : 98.0%


Degree of Saturation / Required : -

Remarks : -

CV(min) = 96.4% CV(max) = 99.8% Mean = 98.1%

Density Specification : 95%

Moisture Ratio : 97.5%


Moisture Specification : ±2% of OMC

Field Moisture Content : 12.5%


ADJ OMC : -

ADJ MDD (t/m3) : -

Soil Description :

OMC : 12.5%

MDD (t/m3) : 1.93

MDR Test Results

S/036741


(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 :


Date Tested : 21/09/2018

Material Type : General Fill

Oversize Density - Dry (t/m³) : -

Std. Dev. = 2.1% n = 7 k = 0.828





Location : Glenview

S/036741




- -





Location : Glenview

- -

S/036363

- -


S/036368

Date Tested : 19/09/2018 19/09/2018 19/09/2018 19/09/2018

Onsite



Std. Dev. = 1.9% n = 12 k = 0.863

S/036365 S/036366


R.L: 16.18 R.L: 16.50 R.L: 16.11 R.L: 16.24


150 / 150



AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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 : - - - - - -




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

-



-

No

S/036368S/036363 S/036364 S/036365 S/036366 S/036367

Sandy Clay - Moltted

White , Orange


White , Orange


White , Orange


White , Orange


White , Orange


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


ADJ OMC : - - - - -

105.0%


23.0% 23.5%



±2% of OMC


1.0% Wet of OMC


Moisture Ratio : 108.0% 105.5% 104.0% 109.0% 106.0%




Remarks : -

CV(min) = 97.2% CV(max) = 100.4% Mean = 98.8%

APPROVED SIGNATORY



95%

1.58





APPROVED SIGNATORY



95%

1.62





Remarks : -

CV(min) = 97.2% CV(max) = 100.4% Mean = 98.8%


Moisture Ratio : 104.0% 109.0% 92.0% 109.5% 107.5% 100.5%


21.0% 20.5%


1.5% Wet of OMC 1.5% Dry of OMC 1.5% Wet of OMC 1.5% Wet of OMC

±2% of OMC


0.0% Wet of OMC


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


White, Orange


White, Orange


White, Orange


White, Orange


White, Orange


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

-



-

No

R.L: 16.68



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



AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


Material Source :

19/09/2018 19/09/2018

S/036370 S/036371 S/036372


R.L: 16.41 R.L: 16.69 R.L: 16.78 R.L: 16.68

Sample Number :

- -


S/036374

Date Tested : 19/09/2018 19/09/2018 19/09/2018 19/09/2018

Onsite



Std. Dev. = 1.9% n = 12 k = 0.863

- -





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


95%

1.64




Degree of Saturation / Required : ‐ ‐ ‐ ‐

Remarks : ‐

CV(min) = 95.5% CV(max) = 98.7% Mean = 97.1%


Moisture Ratio : 104.5% 98.5% 111.5% 91.0% 103.0% 100.5%


20.0% 23.0%


0.0% Dry of OMC 2.0% Wet of OMC 1.5% Dry of OMC 0.5% Wet of OMC

±2% of OMC


0.0% Wet of OMC


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


Brown


Brown


Brown


Brown


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 : ‐ ‐ ‐ ‐ ‐


‐

No

R.L: 17.15

Oversize Wet : ‐ ‐ ‐ ‐ ‐


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


AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 :

‐ ‐


S/037546

Date Tested : 03‐10‐18 03‐10‐18 03‐10‐18 03‐10‐18

Onsite


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 : ‐


Location : Glenview

‐ ‐

S/037524



Annex Laboratory Accreditation Number ‐ 24283


APPROVED SIGNATORY


Field Dry Density (t/m3) : 1.57


Dry Density Ratio : 98.5%


Degree of Saturation / Required : ‐

Remarks : ‐

Mean = 98.5%

Density Specification : 95%

Moisture Ratio : 97.0%


Moisture Specification : ±2% of OMC

Field Moisture Content : 24.0%


ADJ OMC : ‐

ADJ MDD (t/m3) : ‐

Soil Description :

OMC : 25.0%

MDD (t/m3) : 1.60

MDR Test Results

S/037547


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 :


R.L: 17.35

Sample Number :


Date Tested : 03‐10‐18

Material Type : General Fill

Oversize Density ‐ Dry (t/m³) : ‐

n = 1 k = 0.828





Location : Glenview

S/037547




APPROVED SIGNATORY

Liam Kelly ‐ Signatory


98%

1.63





Remarks : ‐

CV(min) = 98.2% CV(max) = 101.0% Mean = 99.6%


Moisture Ratio : 108.5% 95.5% 104.5% 102.0% 99.0% 103.0%


13.0% 18.5%


1.0% Dry of OMC 1.0% Wet of OMC 0.5% Wet of OMC 0.0% Dry of OMC

±2% of OMC


0.5% Wet of OMC


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

‐



‐

No

N: 7042466



‐

E: 505213

N: 7042468

Location 1 : ‐ ‐ ‐ ‐ ‐

Location 2 : E: 505236 E: 505217 E: 505197 E: 505179 E: 505152


Location 3 :

1248 1248

Time : 13:48 13:52 13:52 13:53 13:54 13:54

S/037690

250 / 275



AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 :

‐ ‐


S/037691

Date Tested : 04‐10‐18 04‐10‐18 04‐10‐18 04‐10‐18

Onsite



Std. Dev. = 1.7% n = 8 k = 0.828

‐ ‐





Location : Glenview

‐ ‐

S/037683








Location : Glenview

S/037692


Date Tested : 04‐10‐18 04‐10‐18



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


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 : ‐ ‐


MDR Test Date : 05‐10‐18 05‐10‐18

MDR Sample Number :

Oversize Dry : ‐ ‐


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


ADJ OMC : ‐ ‐



1.5% Wet of OMC






Degree of Saturation / Required : ‐ ‐

Remarks : ‐

CV(min) = 98.2% CV(max) = 101.0% Mean = 99.6%

APPROVED SIGNATORY

Liam Kelly ‐ Signatory






- -





Location : Glenview

- -

S/037839

- -


S/037844

Date Tested : 5/10/2018 5/10/2018 5/10/2018 5/10/2018

Onsite



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


250 / 300



AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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 : - - - - - -




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

-



-

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


ADJ OMC : - - - - -

96.0%


12.0% 11.5%



±2% of OMC


0.5% Dry of OMC


Moisture Ratio : 102.5% 103.0% 105.5% 107.0% 106.0%




Remarks : -

CV(min) = 95.7% CV(max) = 99.0% Mean = 97.3%

APPROVED SIGNATORY

Sean Kelly - Signatory


95%

1.84









Location : Glenview

S/037845


Date Tested : 5/10/2018 5/10/2018



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


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 : - -


MDR Test Date : 8/10/2018 8/10/2018

MDR Sample Number :

Oversize Dry : - -


S/037845 S/037846

Sandy Clay - Brown Sandy Clay - Brown

MDR Test Results


Soil Description :

OMC : 16.0% 13.0%

MDD (t/m3) : 1.78 1.86


ADJ OMC : - -



0.5% Wet of OMC







Remarks : -

CV(min) = 95.7% CV(max) = 99.0% Mean = 97.3%

APPROVED SIGNATORY







APPROVED SIGNATORY



95%

1.76





Remarks : ‐

CV(min) = 102.0% CV(max) = 105.3% Mean = 103.7%


Moisture Ratio : 85.5% 83.5% 86.0% 91.0% 84.0% 91.0%


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

‐


1.5% Dry of OMC


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

‐



‐

No

R.L:17.82



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


AS1289.1.2.1 AS1289.1.2.1


Material Source :

25‐10‐18 25‐10‐18

S/038974 S/038975 S/038976


R.L:17.82 R.L:17.76 R.L:17.70 R.L:17.85

Sample Number :

‐ ‐


S/038978

Date Tested : 25‐10‐18 25‐10‐18 25‐10‐18 25‐10‐18

Onsite



Std. Dev. = 2.0% n = 6 k = 0.828

‐ ‐





Location : Glenview

‐ ‐

S/038973




APPROVED SIGNATORY




Dry Density Ratio : 99.5% 101.5% 97.0% 101.0% 98.5%



Remarks : ‐

CV(min) = 98.0% CV(max) = 101.0% Mean = 99.5%


Moisture Ratio : 109.0% 104.0% 105.5% 100.5% 106.5%


28.0%





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 :



R.L: 17.92



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



AS1289.1.2.1


Material Source :

26‐10‐18

S/039079 S/039080 S/039081


R.L: 18.13 R.L: 18.20 R.L: 18.02 R.L: 18.05

Sample Number :

‐


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


Std. Dev. = 1.8% n = 5 k = 0.828

‐





Location : Glenview

‐ ‐

S/039078

Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667

Base Laboratory Site Number - 19667 - Gold Coast


APPROVED SIGNATORY



95%

1.70





Remarks : -

CV(min) = 102.8% CV(max) = 104.4% Mean = 103.6%


Moisture Ratio : 96.0% 104.0% 94.0% 96.5% 100.5% 100.0%


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

-


0.0% Dry of OMC


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






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

-



-

No

R.L:17.80



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



31/10/2018 31/10/2018

S/039340

Onsite

AS1289.1.2.1 AS1289.1.2.1


Material Source :

S/039341 S/039342


R.L:17.72 R.L:17.70 R.L:17.68 R.L:17.77


- -


S/039344

Date Tested : 31/10/2018 31/10/2018 31/10/2018 31/10/2018

Onsite



Std. Dev. = 1.0% n = 8 k = 0.828

Base Laboratory Address - 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220

- -





Location : Glenview

- -









Location : Glenview


Date Tested : 31/10/2018 31/10/2018



Std. Dev. = 1.0% n = 8 k = 0.828

Lot Number : - -

R.L:17.60 R.L:17.81


Sampling Method : AS1289.1.2.1 AS1289.1.2.1

Onsite Onsite

S/039346


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 : - -


MDR Test Date : 3/11/2018 3/11/2018

MDR Sample Number :

Oversize Dry : - -


S/039345 S/039346

Sandy Clay - Pinkish Grey


MDR Test Results


Soil Description :

OMC : 26.0% 26.5%

MDD (t/m3) : 1.69 1.62


ADJ OMC : - -


Moisture Specification : - -

2.0% Dry of OMC







Remarks : -

CV(min) = 102.8% CV(max) = 104.4% Mean = 103.6%

APPROVED SIGNATORY







APPROVED SIGNATORY







Remarks : -

CV(min) = 98.1% CV(max) = 100.2% Mean = 99.1%


Moisture Ratio : 94.0% 92.5% 92.5% 96.0%



2.0% Dry of OMC 2.0% Dry of OMC 1.0% Dry of OMC



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 :





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



S/039314


Material Source :

S/039315 S/039316


R.L:17.41 R.L:17.62 R.L:17.55 R.L:17.39



Date Tested : 30/10/2018 30/10/2018 30/10/2018 30/10/2018



Std. Dev. = 1.3% n = 4 k = 0.828






Location : Glenview

- -

Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667Base Laboratory Site Number - 19667 - Gold Coast


APPROVED SIGNATORY



95%

2.08





Remarks : -

CV(min) = 96.6% CV(max) = 100.4% Mean = 98.5%


Moisture Ratio : 100.0% 94.0% 106.0% 101.0% 104.5% 94.5%


18.5% 17.5%


1.0% Dry of OMC 1.0% Wet of OMC 0.5% Wet of OMC 1.0% Wet of OMC

-


1.0% Dry of OMC


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

-



-

No

R.L:17.51



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



1/11/2018 1/11/2018

S/039509

Onsite

AS1289.1.2.1 AS1289.1.2.1


Material Source :

S/039510 S/039511


R.L:17.15 R.L:17.28 R.L:17.34 R.L:17.40


- -


S/039513

Date Tested : 1/11/2018 1/11/2018 1/11/2018 1/11/2018

Onsite



Std. Dev. = 2.2% n = 10 k = 0.828


- -





Location : Glenview

- -

Accredited for Compliance with ISO/ IEC 17025 - TestingProtest Engineering Accreditation Number - 19667Base Laboratory Site Number - 19667 - Gold Coast







Location : Glenview

- -


Date Tested : 1/11/2018 1/11/2018 1/11/2018 1/11/2018



Std. Dev. = 4.0% n = 10 k = 0.828

S/039516 S/039517


R.L:17.34 R.L:17.18 R.L:17.72 R.L:17.51




S/039515


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 3 :



MDR Test Date : 3/11/2018 3/11/2018 3/11/2018 3/11/2018

MDR Sample Number :



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


ADJ OMC : - - - -






Moisture Ratio : 93.0% 98.0% 96.5% 93.0%




Remarks : -

CV(min) = 96.9% CV(max) = 103.6% Mean = 100.3%

APPROVED SIGNATORY





Protest Engineering Accreditation Number ‐ 19667

Base Laboratory Site Number ‐ 19667 ‐ Gold Coast


APPROVED SIGNATORY



95%

1.636





Remarks : ‐

CV(min) = 98.2% CV(max) = 101.8% Mean = 100.0%


Moisture Ratio : 97% 98% 100% 92% 96% 97%


27.3% 26.5%


0.5% Dry of OMC 0.0% Wet of OMC 2.4% Dry of OMC 1.1% Dry of OMC

‐


0.7% Dry of OMC


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

‐



‐

No

R.L:17.81



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



05‐11‐18 05‐11‐18

S/039804

Onsite

AS1289.1.2.1 AS1289.1.2.1


Material Source :

S/039805 S/039806


R.L:17.74 R.L:17.74 R.L:17.75 R.L:17.79


‐ ‐

Test Methods : Q140A, Q141A, Q102A,

S/039808

Date Tested : 05‐11‐18 05‐11‐18 05‐11‐18 05‐11‐18

Onsite



Std. Dev. = 2.2% n = 6 k = 0.828

Base Laboratory Address ‐ 1/9 Greg Chappell Drive, BURLEIGH HEADS, QLD, 4220

‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY


Field Dry Density (t/m3) : 1.65 1.63 1.70


Dry Density Ratio : 101.0% 101.5% 102.0%


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%


Moisture Specification : ‐ ‐ ‐

3.5% Wet of OMC 3.0% Wet of OMC

Field Moisture Content : 22.5% 23.0% 20.0%


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



Date Tested : 01‐11‐18 01‐11‐18 01‐11‐18

Material Type : General FIll General FIll General FIll


Std. Dev. = 0.5% n = 3 k = 0.828






Location : Glenview

‐










Location : Glenview

‐ ‐


Date Tested : 03‐11‐18 03‐11‐18 03‐11‐18 03‐11‐18



Std. Dev. = 2.4% n = 4 k = 0.828

S/039700 S/039701


R.L:16.80 R.L:17.36 R.L:17.12 R.L:16.91




S/039699


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 : ‐ ‐ ‐ ‐


MDR Test Date : 07‐11‐18 07‐11‐18 07‐11‐18 07‐11‐18

MDR Sample Number :

Oversize Dry : ‐ ‐ ‐ ‐


S/039698 S/039699 S/039700 S/039701

Silty Clay ‐ Light

Brown


Brown


Brown


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


ADJ OMC : ‐ ‐ ‐ ‐


Moisture Specification : ‐ ‐ ‐ ‐




Moisture Ratio : 112.0% 106.5% 96.5% 113.5%




Remarks : ‐

CV(min) = 98.5% CV(max) = 102.5% Mean = 100.5%

APPROVED SIGNATORY








APPROVED SIGNATORY







Remarks : ‐

CV(min) = 100.9% CV(max) = 102.1% Mean = 101.5%




Moisture Specification : ‐ ‐

1.0% Wet of OMC



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 :





Location 1 : E:505243 E:505193

Location 2 : N:7042600 N:7042600


Location 3 :

Time : 09:59 09:59

Sampling Method : AS1289.1.2.1 AS1289.1.2.1

Onsite Onsite

S/039618


Material Source :

Lot Number : ‐ ‐

R.L:17.61 R.l:17.45



Date Tested : 02‐11‐18 02‐11‐18



Std. Dev. = 0.7% n = 2 k = 0.828






Location : Glenview




APPROVED SIGNATORY



95%

1.75





Remarks : -

CV(min) = 96.1% CV(max) = 99.8% Mean = 97.9%


Moisture Ratio : 99.5% 100.5% 100.0% 100.5% 100.0% 97.5%


25.0% 11.0%



-


0.5% Dry of OMC


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






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

-



-

No

R.L:18.52



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



8/11/2018 8/11/2018

S/040049

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


Material Source :

S/040050 S/040051


R.L:18.55 R.L:18.43 R.L:18.58 R.L:18.61


- -


S/040053

Date Tested : 8/11/2018 8/11/2018 8/11/2018 8/11/2018

Onsite



Std. Dev. = 2.2% n = 11 k = 0.847


- -





Location : Glenview

- -





-





Location : Glenview

- -

-


Date Tested : 8/11/2018 8/11/2018 8/11/2018 8/11/2018



Std. Dev. = 2.2% n = 11 k = 0.847

S/040056 S/040057


R.L:18.65 R.L:18.40 R.L:18.78 R.L:18.68

Sample Number : S/040054 S/040058



8/11/2018

S/040055

Onsite

AS1289.1.2.1 - cl6.4


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



MDR Test Date : 9/11/2018 0/01/1900 9/11/2018 9/11/2018 9/11/2018

MDR Sample Number :



S/040054 S/040055 S/040056 S/040057 S/040058






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


ADJ OMC : - - - - -


27.0%





Moisture Ratio : 101.0% 100.5% 90.0% 103.0% 100.0%




Remarks : -

CV(min) = 96.1% CV(max) = 99.8% Mean = 97.9%

APPROVED SIGNATORY







APPROVED SIGNATORY







Remarks : -

CV(min) = 102.5% CV(max) = 104.1% Mean = 103.3%


Moisture Ratio : 107.5% 108.0% 107.0% 108.0% 106.0%


24.5%





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






MDR Test Date : 9/11/2018 9/11/2018 9/11/2018 9/11/2018 9/11/2018

MDR Sample Number :



R.L:17.13



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



8/11/2018

S/039984

Onsite

AS1289.1.2.1 - cl6.4


Material Source :

S/039985 S/039986


R.L:17.41 R.L:17.87 R.L:17.46 R.L:17.61


-


Date Tested : 8/11/2018 8/11/2018 8/11/2018 8/11/2018



Std. Dev. = 0.9% n = 5 k = 0.828


-





Location : Glenview

- -





- -





Location : Glenview

- -

- -


S/040114

Date Tested : 9/11/2018 9/11/2018 9/11/2018 9/11/2018

Onsite



Std. Dev. = 1.2% n = 10 k = 0.828

S/040111 S/040112


R.L:18.54 R.L:18.48 R.L:18.34 R.L:18.35


125 / 150



9/11/2018 9/11/2018

S/040110

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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 : - - - - - -




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

-



-

No

S/040114S/040109 S/040110 S/040111 S/040112 S/040113







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


ADJ OMC : - - - - -

102.5%


16.5% 23.5%



-


0.5% Wet of OMC


Moisture Ratio : 101.0% 98.5% 106.5% 103.0% 104.5%




Remarks : -

CV(min) = 99.6% CV(max) = 101.5% Mean = 100.6%

APPROVED SIGNATORY



95%

1.65





APPROVED SIGNATORY







Remarks : -

CV(min) = 99.6% CV(max) = 101.5% Mean = 100.6%


Moisture Ratio : 100.0% 101.5% 109.0% 100.0%



0.5% Wet of OMC 2.0% Wet of OMC 0.0% Wet of OMC



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





MDR Test Date : 12/11/2018 12/11/2018 12/11/2018 12/11/2018

MDR Sample Number :





Location 1 : E:504931 E:504928 E:504928 E:504923

Location 2 : N:7042551 N:7042544 N:7042534 N:7042520


Location 3 :

Time : 13:53 13:53 13:53 13:53



S/040116


Material Source :

S/040117 S/040118


R.L:18.10 R.L:18.06 R.L:17.91 R.L:17.84



Date Tested : 9/11/2018 9/11/2018 9/11/2018 9/11/2018



Std. Dev. = 1.2% n = 10 k = 0.828






Location : Glenview

- -





-





Location : Glenview

- -

-


Date Tested : 10/11/2018 10/11/2018 10/11/2018 10/11/2018



Std. Dev. = 1.5% n = 5 k = 0.828

S/040164 S/040165


R.L: 18.5 R.L: 18.6 R.L: 18.3 R.L: 18.0




10/11/2018

S/040163

Onsite

AS1289.1.2.1 - cl6.4


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 : - - - - -




MDR Test Date : 13/11/2018 13/11/2018 13/11/2018 13/11/2018 13/11/2018

MDR Sample Number :



S/040162 S/040163 S/040164 S/040165 S/040166

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


ADJ OMC : - - - - -


25.5%





Moisture Ratio : 106.0% 104.0% 105.5% 104.5% 106.0%




Remarks : -

CV(min) = 99.4% CV(max) = 101.8% Mean = 100.6%

APPROVED SIGNATORY








- -





Location : Glenview

- -

- -


S/040244

Date Tested : 12/11/2018 12/11/2018 12/11/2018 12/11/2018

Onsite



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


125 / 150



12/11/2018 12/11/2018

S/040240

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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 : - - - - - -




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

-



-

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


ADJ OMC : - - - - -

89.5%


10.0% 12.5%



±2% of OMC


1.5% Dry of OMC


Moisture Ratio : 109.0% 94.5% 109.5% 87.0% 86.5%




Remarks : -

CV(min) = 95.4% CV(max) = 96.1% Mean = 95.8%

APPROVED SIGNATORY



95%

1.78






- -





Location : Glenview

- -

- -


S/040329

Date Tested : 13/11/2018 13/11/2018 13/11/2018 13/11/2018

Onsite



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


125 / 150



13/11/2018 13/11/2018

S/040325

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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 : - - - - - -




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

-



-

No

S/040329S/040324 S/040325 S/040326 S/040327 S/040328

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


ADJ OMC : - - - - -

106.5%


18.5% 18.0%


0.5% Dry of OMC 1.5% Dry of OMC 0.5% Wet of OMC 1.5% Wet of OMC

±2% of OMC


1.0% Wet of OMC


Moisture Ratio : 90.0% 96.0% 91.0% 102.5% 107.5%




Remarks : -

CV(min) = 95.1% CV(max) = 96.6% Mean = 95.8%

APPROVED SIGNATORY



95%

1.67






- -





Location : Glenview

- -

- -


S/040463

Date Tested : 14/11/2018 14/11/2018 14/11/2018 14/11/2018

Onsite



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


125 / 150



14/11/2018 14/11/2018

S/040459

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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 : - - - - - -




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

-



-

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


ADJ OMC : - - - - -

108.0%


17.5% 20.5%



±2% of OMC


1.5% Wet of OMC


Moisture Ratio : 80.5% 111.5% 113.5% 104.0% 101.0%




Remarks : -

CV(min) = 96.5% CV(max) = 99.9% Mean = 98.2%

APPROVED SIGNATORY



95%

1.64





APPROVED SIGNATORY







Remarks : -

CV(min) = 96.5% CV(max) = 99.9% Mean = 98.2%


Moisture Ratio : 109.0% 106.0% 107.5% 109.0% 110.0%


16.5%





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 :



R.L: 18.47



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



14/11/2018

S/040465

Onsite

AS1289.1.2.1 - cl6.4


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


-


Date Tested : 14/11/2018 14/11/2018 14/11/2018 14/11/2018



Std. Dev. = 2.0% n = 11 k = 0.847


-





Location : Glenview

- -




APPROVED SIGNATORY


Field Wet Density (t/m3) : 1.84 1.81 1.96 1.87 1.97


Wet Density Ratio : 97.0% 95.5% 103.5% 97.0% 102.0%



Remarks : -

CV(min) = 96.1% CV(max) = 101.9% Mean = 99.0%


Moisture Ratio : N/A N/A N/A N/A N/A


24.5%





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 :



RL:20.0



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


onsite onsite onsite onsite

15/11/2018

S/040581

onsite

AS1289.1.2.1 - cl6.4


Material Source :

S/040582 S/040583

Lot Number : 1348 1351 1353 1355

RL:19.2 RL:19.6 RL:19.7 RL:19.8


-


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


Std. Dev. = 3.5% n = 5 k = 0.828


-





Location : Glenview

- -




APPROVED SIGNATORY







Remarks : -

CV(min) = 96.9% CV(max) = 101.1% Mean = 99.0%




20.5%


0.0% Wet of OMC At OMC At OMC 0.0% Dry of OMC




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 :



17.5



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


On Site On Site On Site On Site

16/11/2018

S/040771

On Site

AS1289.1.2.1 - cl6.4


Material Source :

S/040772 S/040773


R.L: 18.0 R.L: 17.8 R.L: 17.6 R.L: 17.8


-


Date Tested : 16/11/2018 16/11/2018 16/11/2018 16/11/2018



Std. Dev. = 2.5% n = 5 k = 0.828


-





Location : Glenview

- -










Location : Glenview

‐


Date Tested : 20/11/2018 20/11/2018 20/11/2018

Material Type : Sewer Trench Fill Sewer Trench Fill Sewer Trench Fill


Std. Dev. = 2.2% n = 13 k = 0.877

S/040942


3m off 4/5 3m off E/15 3m off 6/8


Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


S/040941


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


0.2 Metres below


Location 3 :



MDR Test Date : 22/11/2018 22/11/2018 22/11/2018

MDR Sample Number :



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


ADJ Moisture Variation : ‐ ‐ ‐



2.5% Dry of OMC 2.0% Dry of OMC



Moisture Ratio : N/A N/A N/A

Wet Density Ratio : 101.5% 102.0% 102.5%



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


Accredited for Compliance with ISO/ IEC 17025 - Testing Protest Engineering Accreditation Number - 19667 Base Laboratory Site Number - 22838 - Gold Coast


APPROVED SIGNATORY

Joshua Turner - Signatory


98%

2.07


Wet Density Ratio : 102.5% 100.0% 99.5% 101.5% 100.0% 100.5%



Remarks : -

CV(min) = 98.9% CV(max) = 102.3% Mean = 100.6%


Moisture Ratio : N/A N/A N/A N/A N/A N/A


22.5% 14.5%



±2% of OMC


0.5% Wet of OMC



-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

-



-

No

RL:17.4



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



22/11/2018 22/11/2018

S/041233

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


Material Source :

S/041234 S/041235


RL:17.9 RL: 17.8 RL: 17.7 RL:17.6


- -


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


Std. Dev. = 2.0% n = 12 k = 0.863


- -





Location : Glenview

- -




- -





Location : Glenview

- -

- -


S/041262

Date Tested : 22/11/2018 22/11/2018 22/11/2018 22/11/2018

Onsite



Std. Dev. = 2.0% n = 12 k = 0.863

S/041259 S/041260


RL:17.8 RL: 17.8 RL: 17.6 RL:17.4


250 / 250



22/11/2018 22/11/2018

S/041258

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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



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

-



-

No

S/041262S/041257 S/041258 S/041259 S/041260 S/041261


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



N/A


23.5% 17.5%



±2% of OMC


0.5% Dry of OMC






Remarks : -

CV(min) = 98.9% CV(max) = 102.3% Mean = 100.6%

APPROVED SIGNATORY



98%

2.05




APPROVED SIGNATORY



95%

1.96





Remarks : -

CV(min) = 99.1% CV(max) = 101.6% Mean = 100.3%




24.0% 24.5%



±2% of OMC


1.5% Dry of OMC



1.5%

ADJ PCWD (t/m3) : - - - -

-

Soil Description :

- -


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

-



-

No

RL: 19.7



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



19/11/2018 19/11/2018

S/040888

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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


- -


S/040892

Date Tested : 19/11/2018 19/11/2018 19/11/2018 19/11/2018

Onsite



Std. Dev. = 1.5% n = 6 k = 0.828


- -





Location : Glenview

- -



APPROVED SIGNATORY



95%

1.95





Remarks : -

CV(min) = 98.2% CV(max) = 101.0% Mean = 99.6%




13.5% 24.0%



±2% of OMC


0.5% Dry of OMC



0.5%

ADJ PCWD (t/m3) : - - - -

-

Soil Description :

- -


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


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

-



-

No

RL: 19.2



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



17/11/2018 17/11/2018

S/040780

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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


- -


S/040784

Date Tested : 17/11/2018 17/11/2018 17/11/2018 17/11/2018

Onsite



Std. Dev. = 1.7% n = 6 k = 0.828


- -





Location : Glenview

- -



APPROVED SIGNATORY



95%

1.95





Remarks : -

CV(min) = 99.8% CV(max) = 102.7% Mean = 101.3%




24.5% 22.5%



±2% of OMC


0.5% Wet of OMC



-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


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

-



-

No

R.L: 18.4



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



20/11/2018 20/11/2018

S/040991

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


Material Source :

S/040992 S/040993


R.L: 17.7 R.L: 17.9 R.L: 18.1 R.L: 18.2


- -


S/040995

Date Tested : 20/11/2018 20/11/2018 20/11/2018 20/11/2018

Onsite



Std. Dev. = 1.8% n = 6 k = 0.828


- -





Location : Glenview

- -




- -





Location : Glenview

- -

- -


S/041075

Date Tested : 21/11/2018 21/11/2018 21/11/2018 21/11/2018

Onsite



Std. Dev. = 1.9% n = 12 k = 0.863

S/041072 S/041073


RL: 18.8 RL: 18.27 RL: 18.7 RL:18.2


250 / 300



21/11/2018 21/11/2018

S/041071

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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 : - - - - - -




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

-



-

No

S/041075S/041070 S/041071 S/041072 S/041073 S/041074


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



N/A


25.0% 26.5%



-


1.5% Wet of OMC






Remarks : -

CV(min) = 100.2% CV(max) = 103.4% Mean = 101.8%

APPROVED SIGNATORY



98%

2.00





- -





Location : Glenview

- -

- -


S/041081

Date Tested : 21/11/2018 21/11/2018 21/11/2018 21/11/2018

Onsite



Std. Dev. = 1.9% n = 12 k = 0.863

S/041078 S/041079


RL:18.9 RL: 19.0 RL: 19.1 RL:19.1


250 / 300



21/11/2018 21/11/2018

S/041077

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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 : - - - - - -




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

-



-

No

S/041081S/041076 S/041077 S/041078 S/041079 S/041080


1.95

MDR Test Results

-1.0%

ADJ PCWD (t/m3) : - - - -

-

Soil Description :

- -


PCWD (t/m3) : 1.96 1.94 1.91 1.93 1.91



N/A


22.0% 26.0%


0.5% Dry of OMC 0.5% Dry of OMC At OMC 0.0% Wet of OMC

±2% of OMC


1.0% Wet of OMC






Remarks : -

CV(min) = 100.2% CV(max) = 103.4% Mean = 101.8%

APPROVED SIGNATORY



98%

1.95




APPROVED SIGNATORY



95%

1.97





Remarks : -

CV(min) = 99.3% CV(max) = 103.9% Mean = 101.6%




25.5% 25.0%



±2% of OMC


0.5% Dry of OMC



0.5%

ADJ PCWD (t/m3) : - - - -

-

Soil Description :

- -


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


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

-



-

No

RL: 17.4



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



23/11/2018 23/11/2018

S/041297

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


Material Source :

S/041298 S/041299


RL: 17.9 RL: 18.0 RL: 18.0 RL: 17.8


- -


S/041301

Date Tested : 23/11/2018 23/11/2018 23/11/2018 23/11/2018

Onsite



Std. Dev. = 2.6% n = 12 k = 0.863


- -





Location : Glenview

- -




- -





Location : Glenview

- -

- -


S/041336

Date Tested : 23/11/2018 23/11/2018 23/11/2018 23/11/2018

Onsite



Std. Dev. = 2.6% n = 12 k = 0.863

S/041332 S/041334


RL: 18.3 RL: 18.4 RL: 18.2 RL: 18.1


250 / 250



23/11/2018 23/11/2018

S/041330

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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



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

-



-

No

S/041336S/041328 S/041330 S/041332 S/041334 S/041335

Sandy Clay - Red/White


Sandy Clay - BrownSandy 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



N/A


23.0% 20.0%



±2% of OMC


0.0% Wet of OMC






Remarks : -

CV(min) = 99.3% CV(max) = 103.9% Mean = 101.6%

APPROVED SIGNATORY



95%

1.93






APPROVED SIGNATORY



95%

1.98





Remarks : ‐

CV(min) = 101.0% CV(max) = 107.8% Mean = 104.4%




24.0% 22.0%


1.0% Dry of OMC 0.5% Wet of OMC 0.5% Dry of OMC 0.5% Wet of OMC

±2% of OMC


0.5% Dry of OMC


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

‐



‐

No

RL: 18.3



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



24/11/2018 24/11/2018

S/041522

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/041523 S/041524


RL: 17.8 RL: 17.7 RL: 18.1 RL: 18.0


‐ ‐


S/041526

Date Tested : 24/11/2018 24/11/2018 24/11/2018 24/11/2018

Onsite



Std. Dev. = 4.1% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐




- -





Location : Glenview

- -

- -


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


Std. Dev. = 4.2% n = 6 k = 0.828

S/041621 S/041622


6m Off 16/2 32m Off 16/2 4m Off 1/29 3m Off 15/2


150 / 175



26/11/2018 26/11/2018

S/041620

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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





Pipe

Location 3 : 42m Off 15/2



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

-



-

No

S/041624S/041619 S/041620 S/041621 S/041622 S/041623


1.83

MDR Test Results

2.0%

ADJ PCWD (t/m3) : - - - -

-

Soil Description :

- -


PCWD (t/m3) : 1.90 1.77 1.88 2.01 1.98



N/A


12.5% 12.5%



-


2.0% Dry of OMC






Remarks : -

CV(min) = 97.6% CV(max) = 104.5% Mean = 101.1%

APPROVED SIGNATORY



95%

1.92





- -





Location : Glenview

- -

- -


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


Std. Dev. = 3.2% n = 18 k = 0.946

S/041627 S/041628


15m Off 15/1 16m Off 15/1 3m Off 14/1 5m Off 14/1


150 / 175



26/11/2018 26/11/2018

S/041626

Onsite

AS1289.1.2.1 - cl6.4 AS1289.1.2.1 - cl6.4


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






Pipe

Location 3 : 30m Off 14/1



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

-



-

No

S/041630S/041625 S/041626 S/041627 S/041628 S/041629


1.97

MDR Test Results

2.0%

ADJ PCWD (t/m3) : - - - -

-

Soil Description :

- -


PCWD (t/m3) : 2.00 1.92 2.01 1.94 1.99



N/A


14.0% 15.5%



-


2.0% Dry of OMC






Remarks : -

CV(min) = 96.0% CV(max) = 102.1% Mean = 99.0%

APPROVED SIGNATORY



95%

1.90







‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/041642

Date Tested : 26/11/2018 26/11/2018 26/11/2018 26/11/2018

Onsite



Std. Dev. = 1.6% n = 6 k = 0.828

S/041639 S/041640


R.L: 17.59 R.L: 17.61 R.L: 17.64 R.L: 17.60


150 / 175



26/11/2018 26/11/2018

S/041638

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/041642S/041637 S/041638 S/041639 S/041640 S/041641


1.83

MDR Test Results

2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 1.85 1.86 1.96 1.91 1.93



N/A


19.0% 9.5%



‐


2.0% Dry of OMC






Remarks : ‐

CV(min) = 103.3% CV(max) = 106.0% Mean = 104.7%

APPROVED SIGNATORY



95%

1.91






APPROVED SIGNATORY



95%

2.04





Remarks : ‐

CV(min) = 101.3% CV(max) = 105.4% Mean = 103.3%




24.0% 22.5%


0.5% Dry of OMC 0.0% Dry of OMC 0.0% Dry of OMC 0.5% Wet of OMC

‐


0.5% Dry of OMC



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


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

‐



‐

No

R.L: 17.55



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



1/11/2018 1/11/2018

S/041632

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/041633 S/041634


R.L: 17.73 R.L: 17.64 R.L: 17.68 R.L: 17.60


‐ ‐


S/041636

Date Tested : 1/11/2018 1/11/2018 1/11/2018 1/11/2018

Onsite



Std. Dev. = 2.5% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY


Field Wet Density (t/m3) : 2.07 1.97 2.06 1.92


Wet Density Ratio : 106.0% 109.5% 106.5% 106.5%



Remarks : ‐

CV(min) = 105.8% CV(max) = 108.5% Mean = 107.1%


Moisture Ratio : N/A N/A N/A N/A


Moisture Specification : ‐ ‐ ‐ ‐




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 :





Location 1 : E: 504876 E: 504866 E: 504839 E:504824

Location 2 : N: 7042798 N: 7042797 N: 7042788 N: 7042767


Location 3 :

Time : 14:00 14:05 14:10 14:15



S/041644


Material Source :

S/041645 S/041646


R.L: 17.73 R.L: 17.64 R.L: 17.58 R.L: 17.51



Date Tested : 26/11/2018 26/11/2018 26/11/2018 26/11/2018



Std. Dev. = 1.6% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.00





Remarks : ‐

CV(min) = 96.1% CV(max) = 101.4% Mean = 98.8%




24.5% 25.0%



±2% of OMC


0.5% Dry of OMC



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

‐



‐

No

R.L: 17.2



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



27/11/2018 27/11/2018

S/041742

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/041743 S/041744


R.L: 17.5 R.L: 17.5 R.L: 17.5 R.L: 17.5


‐ ‐


S/041746

Date Tested : 27/11/2018 27/11/2018 27/11/2018 27/11/2018

Onsite



Std. Dev. = 3.2% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐

Accredited for Compliance with ISO/ IEC 17025 ‐ Testing Protest Engineering Accreditation Number ‐ 19667 Base

Laboratory Site Number ‐ 22838 ‐ Gold Coast


APPROVED SIGNATORY



95%

1.85





Remarks : ‐

CV(min) = 95.1% CV(max) = 96.9% Mean = 96.0%




25.5% 25.5%



±2% of OMC


0.5% Wet of OMC



‐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

‐



‐

No

R.L: 17.7



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



27/11/2018 27/11/2018

S/041748

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/041749 S/041750


R.L: 17.5 R.L: 17.7 R.L: 17.7 R.L: 17.7


‐ ‐


S/041752

Date Tested : 27/11/2018 27/11/2018 27/11/2018 27/11/2018

Onsite



Std. Dev. = 1.0% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐

Accredited for Compliance with ISO/ IEC 17025 ‐ Testing Protest Engineering Accreditation Number ‐ 19667 Base

Laboratory Site Number ‐ 22838 ‐ Gold Coast



‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/041758

Date Tested : 27/11/2018 27/11/2018 27/11/2018 27/11/2018

Onsite



Std. Dev. = 1.8% n = 6 k = 0.828

S/041755 S/041756


R.L: 17.5 R.L: 17.5 R.L: 17.4 R.L: 17.4


150 / 175



27/11/2018 27/11/2018

S/041754

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

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



N/A


20.5% 20.5%



±2% of OMC


2.5% Dry of OMC






Remarks : ‐

CV(min) = 102.8% CV(max) = 105.9% Mean = 104.3%

APPROVED SIGNATORY



95%

2.07






APPROVED SIGNATORY



95%

1.94





Remarks : ‐

CV(min) = 101.8% CV(max) = 108.2% Mean = 105.0%




21.0% 20.5%


2.5% Dry of OMC 2.0% Dry of OMC 1.0% Wet of OMC 0.0% Dry of OMC

‐


0.5% Wet of OMC



‐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


Brown


Brown


Brown


Brown


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

‐



‐

No

R.L: 18.2



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



29/11/2018 29/11/2018

S/041955

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/041956 S/041957


R.L: 18.1 R.L: 18.0 R.L: 18.2 R.L: 18.3


‐ ‐


S/041959

Date Tested : 29/11/2018 29/11/2018 29/11/2018 29/11/2018

Onsite



Std. Dev. = 3.9% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

1.94





Remarks : ‐

CV(min) = 101.6% CV(max) = 103.4% Mean = 102.5%




15.5% 15.0%



‐


2.5% Dry of OMC



2.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


Brown


Brown


Brown


Brown


Brown


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

‐



‐

No

R.L: 18.4



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



29/11/2018 29/11/2018

S/041961

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/041962 S/041963


R.L: 18.4 R.L: 18.4 R.L: 18.4 R.L: 18.5


‐ ‐


S/041965

Date Tested : 29/11/2018 29/11/2018 29/11/2018 29/11/2018

Onsite



Std. Dev. = 1.1% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.01





Remarks : ‐

CV(min) = 104.8% CV(max) = 108.9% Mean = 106.8%




16.5% 17.0%


0.0% Wet of OMC 1.5% Dry of OMC 3.5% Dry of OMC 1.5% Dry of OMC

‐


3.0% Dry of OMC



3.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 18.7



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



29/11/2018 29/11/2018

S/041967

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/041968 S/041969


R.L: 18.7 R.L: 18.6 R.L: 18.6 R.L: 18.6


‐ ‐


S/041971

Date Tested : 29/11/2018 29/11/2018 29/11/2018 29/11/2018

Onsite



Std. Dev. = 2.5% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐










Location : Glenview


Date Tested : 29/11/2018 29/11/2018



Std. Dev. = 1.4% n = 2 k = 0.828


R.L: 18.4 R.L: 18.4



Onsite Onsite

S/041973


Material Source :

Time : 11:30 11:35

Location 1 : E: 4829.8 E: 4826.3

Location 2 : N: 2761.4 N: 2753.3


Location 3 :



MDR Test Date : 1/12/2018 1/12/2018

MDR Sample Number :



S/041972 S/041973


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


ADJ Moisture Variation : ‐ ‐



2.0% Dry of OMC



Moisture Ratio : N/A N/A

Wet Density Ratio : 103.5% 105.5%



Remarks : ‐

CV(min) = 103.3% CV(max) = 105.7% Mean = 104.5%

APPROVED SIGNATORY


Field Wet Density (t/m3) : 2.04 2.07







‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/042178

Date Tested : 30/11/2018 30/11/2018 30/11/2018 30/11/2018

Onsite



Std. Dev. = 2.7% n = 8 k = 0.828

S/042175 S/042176


R.L: 17.2 R.L: 17.3 R.L: 17.2 R.L: 17.2


125 / 150



30/11/2018 30/11/2018

S/042174

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/042178S/042173 S/042174 S/042175 S/042176 S/042177


Brown


Brown


Brown


Brown


Brown


Brown

1.99

MDR Test Results

0.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 2.08 2.13 2.15 2.11 1.99



N/A


18.0% 21.5%



‐


At OMC






Remarks : ‐

CV(min) = 97.1% CV(max) = 101.5% Mean = 99.3%

APPROVED SIGNATORY



95%

2.02






APPROVED SIGNATORY







Remarks : ‐

CV(min) = 102.0% CV(max) = 102.0% Mean = 102.0%





1.0% Dry of OMC





Soil Description :


PCWD (t/m3) : 1.99 1.98

MDR Test Results

S/042179 S/042180


Brown


Brown

MDR Test Date : 4/12/2018 4/12/2018

MDR Sample Number :





Location 1 : E: 4840.2 E: 4834.8

Location 2 : N: 2871.2 N: 2874.2


Location 3 :

Time : 13:23 13:39


Onsite Onsite

S/042180


Material Source :


R.L: 17.2 R.L: 17.2



Date Tested : 30/11/2018 30/11/2018



Std. Dev. = 0.0% n = 2 k = 0.828






Location : Glenview





APPROVED SIGNATORY



95%

2.10





Remarks : ‐

CV(min) = 100.5% CV(max) = 103.2% Mean = 101.8%




18.5% 21.0%



±2% of OMC


1.5% Dry of OMC



1.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


Brown


Brown


Brown


Brown


Brown


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

‐



‐

No

R.L: 18.2



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



28/11/2018 28/11/2018

S/041855

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/041856 S/041857


R.L: 18.0 R.L: 18.0 R.L: 18.2 R.L: 18.2


‐ ‐


S/041859

Date Tested : 28/11/2018 28/11/2018 28/11/2018 28/11/2018

Onsite



Std. Dev. = 1.6% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 104.1% CV(max) = 105.1% Mean = 104.6%




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




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


MDR Test Date : 29/11/2018 29/11/2018 29/11/2018 29/11/2018

MDR Sample Number :





Location 1 : E: 504877 E: 504878 E: 504841 E: 504839

Location 2 : N: 7042793 E: 7042805 N: 7042784 N: 7042791


Location 3 :

Time : 13:30 13:35 13:40 13:45



S/041861


Material Source :

S/041862 S/041863


R.L: 18.4 R.L: 18.4 R.L: 18.5 R.L: 18.5



Date Tested : 28/11/2018 28/11/2018 28/11/2018 28/11/2018



Std. Dev. = 0.6% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

1.98





Remarks : ‐

CV(min) = 97.5% CV(max) = 105.5% Mean = 101.5%




14.5% 16.5%



±2% of OMC


3.0% Dry of OMC



3.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

RL: 16.2



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



1/12/2018 1/12/2018

S/042348

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/042349 S/042350


RL: 14.9 RL: 14.9 RL: 15.0 RL: 16.4


‐ ‐


S/042352

Date Tested : 1/12/2018 1/12/2018 1/12/2018 1/12/2018

Onsite



Std. Dev. = 4.8% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/042423

Date Tested : 4/12/2018 4/12/2018 4/12/2018 4/12/2018

Onsite



Std. Dev. = 6.1% n = 6 k = 0.828

S/042420 S/042421


R.L: 17.2 R.L: 17.4 R.L: 17.5 R.L: 17.5


125 / 150



4/12/2018 4/12/2018

S/042419

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

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 :

‐ ‐


PCWD (t/m3) : 1.87 2.05 1.97 1.92 1.98



N/A


9.5% 12.0%



±2% of OMC


3.0% Dry of OMC






Remarks : ‐

CV(min) = 94.8% CV(max) = 104.9% Mean = 99.8%

APPROVED SIGNATORY



95%

2.04







‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/042515

Date Tested : 5/12/2018 5/12/2018 5/12/2018 5/12/2018

Onsite



Std. Dev. = 1.2% n = 6 k = 0.828

S/042512 S/042513


R.L: 17.0 R.L: 17.2 R.L: 17.3 R.L: 17.5


150 / 150



5/12/2018 5/12/2018

S/042511

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/042515S/042510 S/042511 S/042512 S/042513 S/042514

Clayey Silty Sand ‐

Brown


BrownSilty Sand ‐ Brown

Silty Clay ‐ Dark

Brown


Brown


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



N/A


15.0% 13.5%


1.0% Wet of OMC 2.5% Dry of OMC 1.0% Wet of OMC At OMC

±2% of OMC


0.0% Wet of OMC






Remarks : ‐

CV(min) = 94.8% CV(max) = 96.7% Mean = 95.8%

APPROVED SIGNATORY



95%

1.94






APPROVED SIGNATORY



95%

1.98





Remarks : ‐

CV(min) = 96.2% CV(max) = 98.3% Mean = 97.3%




12.0% 17.0%



±2% of OMC


0.0% Wet of OMC



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

‐



‐

No

N: 7042852



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 3 :

‐ ‐

Time : 10:00 10:05 10:10 10:15 10:20 13:00

S/042599

125 / 150



6/12/2018 6/12/2018

S/042596

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/042597 S/042598


N: 7042857 N: 7042856 N: 7042855 N: 7042853


‐ ‐


S/042600

Date Tested : 6/12/2018 6/12/2018 6/12/2018 6/12/2018

Onsite



Std. Dev. = 1.3% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐










Location : Glenview

‐ ‐


Date Tested : 6/12/2018 6/12/2018 6/12/2018 6/12/2018



Std. Dev. = 1.0% n = 4 k = 0.828

S/042603 S/042604


N: 7042932 N: 7042919 N: 7042906 N: 7042939




S/042602


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 3 :



MDR Test Date : 7/12/2018 7/12/2018 7/12/2018 7/12/2018

MDR Sample Number :



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 :


PCWD (t/m3) : 2.11 2.11 2.14 2.13



Variation from OMC : At OMC


At OMC 0.0% Dry of OMC 0.5% Wet of OMC







Remarks : ‐

CV(min) = 99.5% CV(max) = 101.0% Mean = 100.3%

APPROVED SIGNATORY








APPROVED SIGNATORY







Remarks : ‐

CV(min) = 96.0% CV(max) = 96.5% Mean = 96.3%





1.0% Dry of OMC





Soil Description :


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 :





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


Onsite Onsite

S/042612


Material Source :


N: 2885.1 N: 7042878



Date Tested : 6/12/2018 6/12/2018



Std. Dev. = 0.4% n = 2 k = 0.828






Location : Glenview





APPROVED SIGNATORY



95%

1.94





Remarks : ‐

CV(min) = 98.2% CV(max) = 102.6% Mean = 100.4%




11.5% 20.0%



±2% of OMC


0.0% Wet of OMC



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

‐



‐

No

R.L: 17.3



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



10/12/2018 10/12/2018

S/042836

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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


‐ ‐


S/042840

Date Tested : 10/12/2018 10/12/2018 10/12/2018 10/12/2018

Onsite



Std. Dev. = 2.7% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 96.8% CV(max) = 100.7% Mean = 98.8%









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 :





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



S/042842


Material Source :

S/042843 S/042844


R.L: 17.2 R.L: 17.1 R.L: 17.1 R.L: 17.3



Date Tested : 10/12/2018 10/12/2018 10/12/2018 10/12/2018



Std. Dev. = 2.4% n = 4 k = 0.828






Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/043032

Date Tested : 12/12/2018 12/12/2018 12/12/2018 12/12/2018

Onsite



Std. Dev. = 5.1% n = 6 k = 0.828

S/043029 S/043030


R.L: 16.9 R.L: 16.8 R.L: 16.9 R.L: 17.0


150 / 300



12/12/2018 12/12/2018

S/043028

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/043032S/043027 S/043028 S/043029 S/043030 S/043031


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



N/A


12.0% 11.5%


0.5% Wet of OMC 0.0% Wet of OMC 1.5% Wet of OMC 0.0% Dry of OMC

±2% of OMC


0.0% Wet of OMC






Remarks : ‐

CV(min) = 97.3% CV(max) = 105.8% Mean = 101.6%

APPROVED SIGNATORY



95%

1.97






APPROVED SIGNATORY



95%

1.87





Remarks : ‐

CV(min) = 89.1% CV(max) = 92.9% Mean = 91.0%




9.5% 12.0%


At OMC 3.0% Dry of OMC 3.0% Dry of OMC 3.0% Dry of OMC

±2% of OMC


3.0% Dry of OMC



3.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 17.2



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



12/12/2018 12/12/2018

S/043034

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/043035 S/043036


R.L: 17.0 R.L: 16.9 R.L: 17.1 R.L: 17.0


‐ ‐


S/043038

Date Tested : 12/12/2018 12/12/2018 12/12/2018 12/12/2018

Onsite



Std. Dev. = 2.3% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/043434

Date Tested : 3/01/2019 3/01/2019 3/01/2019 3/01/2019

Onsite



Std. Dev. = 3.1% n = 6 k = 0.828

S/043431 S/043432


R.L: 16.75 R.L: 16.99 R.L: 17.09 R.L: 17.13


150 / 150



3/01/2019 3/01/2019

S/043430

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/043434S/043429 S/043430 S/043431 S/043432 S/043433


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



N/A


11.0% 13.0%



±2% of OMC


2.5% Dry of OMC






Remarks : ‐

CV(min) = 98.3% CV(max) = 103.4% Mean = 100.8%

APPROVED SIGNATORY



95%

2.13











Location : Glenview

‐ ‐


Date Tested : 3/01/2019 3/01/2019 3/01/2019 3/01/2019



Std. Dev. = 4.0% n = 4 k = 0.828

S/043437 S/043438


R.L: 17.29 R.L: 17.50 R.L: 17.21 R.L: 17.14




S/043436


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 3 :



MDR Test Date : 8/01/2019 8/01/2019 8/01/2019 8/01/2019

MDR Sample Number :



S/043435 S/043436 S/043437 S/043438


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.05 1.98 2.11 2.08












Remarks : ‐

CV(min) = 96.5% CV(max) = 103.0% Mean = 99.8%

APPROVED SIGNATORY









‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/043454

Date Tested : 4/01/2019 4/01/2019 4/01/2019 4/01/2019

Onsite



Std. Dev. = 3.4% n = 6 k = 0.828

S/043451 S/043452


R.L: 16.48 R.L: 16.35 R.L: 16.45 R.L: 16.43


150 / 150



4/01/2019 4/01/2019

S/043450

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/043454S/043449 S/043450 S/043451 S/043452 S/043453


2.13

MDR Test Results

0.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 2.12 2.12 2.15 2.19 2.17



N/A


12.5% 10.0%


1.0% Wet of OMC At OMC 0.0% Wet of OMC 0.0% Wet of OMC

±2% of OMC


0.0% Dry of OMC






Remarks : ‐

CV(min) = 97.5% CV(max) = 103.2% Mean = 100.3%

APPROVED SIGNATORY



95%

2.23






APPROVED SIGNATORY







Remarks : ‐

CV(min) = 99.3% CV(max) = 103.7% Mean = 101.5%





1.5% Dry of OMC 0.5% Wet of OMC 1.0% Dry of OMC




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


MDR Test Date : 7/01/2019 7/01/2019 7/01/2019 7/01/2019

MDR Sample Number :





Location 1 : E: 505123 E: 505129 E: 505155 E: 505174

Location 2 : N: 7043048 N: 7043063 N: 7043067 N: 7043074


Location 3 :

Time : 09:40 10:15 09:50 09:55



S/043456


Material Source :

S/043457 S/043458


R.L: 16.58 R.L: 16.61 R.L: 16.54 R.L: 16.49



Date Tested : 4/01/2019 4/01/2019 4/01/2019 4/01/2019



Std. Dev. = 2.7% n = 4 k = 0.828






Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/043469

Date Tested : 4/01/2019 4/01/2019 4/01/2019 4/01/2019

Onsite



Std. Dev. = 3.8% n = 6 k = 0.828

S/043466 S/043467


R.L: 16.71 R.L: 16.73 R.L: 16.85 R.L: 16.83


150 / 150



4/01/2019 4/01/2019

S/043465

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/043469S/043464 S/043465 S/043466 S/043467 S/043468


2.03

MDR Test Results

1.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 1.99 2.05 2.08 2.16 1.93



N/A


19.0% 16.0%


0.5% Wet of OMC 0.0% Wet of OMC 1.5% Dry of OMC 3.0% Dry of OMC

±2% of OMC


1.0% Dry of OMC






Remarks : ‐

CV(min) = 97.0% CV(max) = 103.3% Mean = 100.2%

APPROVED SIGNATORY



95%

1.95






APPROVED SIGNATORY







Remarks : ‐

CV(min) = 93.2% CV(max) = 101.3% Mean = 97.3%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.13 2.11 2.09 2.15

MDR Test Results

S/043470 S/043471 S/043472 S/043473


MDR Test Date : 9/01/2019 9/01/2019 9/01/2019 9/01/2019

MDR Sample Number :





Location 1 : E: 505099 E: 505121 E: 505173 E: 505159

Location 2 : N: 7043045 N: 7043080 N: 7043081 N: 7043074


Location 3 :

Time : 12:55 13:00 13:05 13:10



S/043471


Material Source :

S/043472 S/043473


R.L: 16.95 R.L: 16.85 R.L: 16.78 R.L: 16.62



Date Tested : 4/01/2019 4/01/2019 4/01/2019 4/01/2019



Std. Dev. = 4.9% n = 4 k = 0.828






Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

1.730 ‐

‐ ‐


S/043484

Date Tested : 5/01/2019 5/01/2019 5/01/2019 5/01/2019

Onsite



Std. Dev. = 2.7% n = 6 k = 0.828

S/043481 S/043482


R.L: 16.12 R.L: 16.16 R.L: 16.26 R.L: 16.29


150 / 150



5/01/2019 5/01/2019

S/043480

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐


Oversize Wet : ‐ ‐ 1% ‐ ‐


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% ‐ ‐


‐

No

S/043484S/043479 S/043480 S/043481 S/043482 S/043483


2.04

MDR Test Results

1.5%

ADJ PCWD (t/m3) : ‐ ‐ 2.09 ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 1.97 1.98 2.09 2.12 2.13


ADJ Moisture Variation : ‐ ‐ 2.0% ‐ ‐

N/A


13.5% 12.0%



±2% of OMC


1.5% Dry of OMC






Remarks : ‐

CV(min) = 101.0% CV(max) = 105.5% Mean = 103.3%

APPROVED SIGNATORY



95%

2.15











Location : Glenview

‐ ‐


Date Tested : 5/01/2019 5/01/2019 5/01/2019 5/01/2019



Std. Dev. = 2.1% n = 4 k = 0.828

S/043487 S/043488


R.L: 16.15 R.L: 16.98 R.L: 16.90 R.L: 16.99




S/043486


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 3 :



MDR Test Date : 8/01/2019 8/01/2019 8/01/2019 8/01/2019

MDR Sample Number :



S/043485 S/043486 S/043487 S/043488


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












Remarks : ‐

CV(min) = 100.0% CV(max) = 103.5% Mean = 101.8%

APPROVED SIGNATORY








APPROVED SIGNATORY



95%

2.30





Remarks : ‐

CV(min) = 96.7% CV(max) = 103.3% Mean = 100.0%




9.5% 9.0%



±2% of OMC


0.0% Dry of OMC



0.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 16.00



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



7/01/2019 7/01/2019

S/043502

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/043503 S/043504


R.L: 16.44 R.L: 16.29 R.L: 16.31 R.L: 16.08


‐ ‐


S/043506

Date Tested : 7/01/2019 7/01/2019 7/01/2019 7/01/2019

Onsite



Std. Dev. = 4.0% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐


Protest Engineering (Gold Coast) Accreditation Number ‐ 19667








Location : Glenview

‐ ‐


Date Tested : 7/01/2019 7/01/2019 7/01/2019 7/01/2019



Std. Dev. = 1.1% n = 4 k = 0.828

S/043509 S/043510


R.L: 16.32 R.L: 16.33 R.L: 16.27 R.L: 16.28




S/043508


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 3 :



MDR Test Date : 17/01/2019 17/01/2019 17/01/2019 17/01/2019

MDR Sample Number :



S/043507 S/043508 S/043509 S/043510


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.09 2.10 2.19 2.18












Remarks : ‐

CV(min) = 99.6% CV(max) = 101.4% Mean = 100.5%

APPROVED SIGNATORY









‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/043562

Date Tested : 7/01/2019 7/01/2019 7/01/2019 7/01/2019

Onsite



Std. Dev. = 2.0% n = 6 k = 0.828

S/043559 S/043560


R.L: 16.47 R.L: 16.48 R.L: 16.50 R.L: 16.25


150 / 150



7/01/2019 7/01/2019

S/043558

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/043562S/043557 S/043558 S/043559 S/043560 S/043561


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



N/A


20.5% 10.0%


0.0% Dry of OMC 0.5% Wet of OMC 0.5% Wet of OMC At OMC

±2% of OMC


2.0% Dry of OMC






Remarks : ‐

CV(min) = 99.3% CV(max) = 102.6% Mean = 100.9%

APPROVED SIGNATORY



95%

2.19






APPROVED SIGNATORY







Remarks : ‐

CV(min) = 97.5% CV(max) = 100.8% Mean = 99.1%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.10 2.09 2.17 2.17

MDR Test Results

S/043563 S/043564 S/043565 S/043566


MDR Test Date : 11/01/2019 11/01/2019 11/01/2019 11/01/2019

MDR Sample Number :





Location 1 : E: 505173 E: 505145 E: 505123 E: 505110

Location 2 : N: 7043016 N: 7043011 N: 7043001 N: 7042996


Location 3 :

Time : 13:20 13:25 13:30 13:35



S/043564


Material Source :

S/043565 S/043566


R.L: 16.21 R.L: 16.49 R.L: 16.56 R.L: 16.50



Date Tested : 7/01/2019 7/01/2019 7/01/2019 7/01/2019



Std. Dev. = 2.0% n = 4 k = 0.828






Location : Glenview

‐ ‐






‐ ‐


Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 24/01/2019



Location : Glenview

‐ ‐

‐ ‐


S/044012

Date Tested : 12/01/2019 12/01/2019 12/01/2019 12/01/2019

Onsite



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


150 / 200



12/01/2019 12/01/2019

S/044008

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/044012S/044007 S/044008 S/044009 S/044010 S/044011


2.09

MDR Test Results

0.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 2.00 1.99 2.10 2.09 2.11



N/A


15.0% 15.0%


0.5% Dry of OMC 0.0% Wet of OMC 0.5% Dry of OMC At OMC

±2% of OMC


0.0% Dry of OMC






Remarks : ‐

CV(min) = 96.2% CV(max) = 101.9% Mean = 99.1%

APPROVED SIGNATORY



95%

2.05






APPROVED SIGNATORY



95%

2.13





Remarks : ‐

CV(min) = 102.1% CV(max) = 104.2% Mean = 103.2%




13.0% 8.5%



±2% of OMC


2.0% Dry of OMC



2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 16.30



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



8/01/2019 8/01/2019

S/043602

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/043603 S/043604


R.L: 16.71 R.L: 16.68 R.L: 16.77 R.L: 16.59


‐ ‐


S/043606

Date Tested : 8/01/2019 8/01/2019 8/01/2019 8/01/2019

Onsite



Std. Dev. = 1.3% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 101.6% CV(max) = 105.2% Mean = 103.4%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.12 2.13 2.11 2.13

MDR Test Results

S/043607 S/043608 S/043609 S/043610


MDR Test Date : 17/01/2019 17/01/2019 17/01/2019 17/01/2019

MDR Sample Number :





Location 1 : E: 505157 E: 505145 E: 505131 E: 505106

Location 2 : N: 7043015 N: 7043014 N: 7043002 N: 7042998


Location 3 :

Time : 09:20 09:25 09:30 09:35



S/043608


Material Source :

S/043609 S/043610


R.L: 16.65 R.L: 16.65 R.L: 16.68 R.L: 16.58



Date Tested : 8/01/2019 8/01/2019 8/01/2019 8/01/2019



Std. Dev. = 2.2% n = 4 k = 0.828






Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/043654

Date Tested : 8/01/2019 8/01/2019 8/01/2019 8/01/2019

Onsite



Std. Dev. = 1.0% n = 6 k = 0.828

S/043651 S/043652


R.L: 16.77 R.L: 16.81 R.L: 16.78 R.L: 16.59


150 / 150



8/01/2019 8/01/2019

S/043650

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/043654S/043649 S/043650 S/043651 S/043652 S/043653


2.17

MDR Test Results

0.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 2.15 2.05 2.10 2.15 2.11



N/A


#N/A #N/A



±2% of OMC

Field Moisture Content : #N/A #N/A 11.5% #N/A

At OMC






Remarks : ‐

CV(min) = 101.5% CV(max) = 103.1% Mean = 102.3%

APPROVED SIGNATORY



95%

2.22











Location : Glenview

‐ ‐


Date Tested : 8/01/2019 8/01/2019 8/01/2019 8/01/2019



Std. Dev. = 2.1% n = 4 k = 0.828

S/043657 S/043658


R.L: 16.59 R.L: 16.74 R.L: 16.78 R.L: 16.74




S/043656


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 3 :



MDR Test Date : 18/01/2019 18/01/2019 18/01/2019 18/01/2019

MDR Sample Number :



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 :


PCWD (t/m3) : 2.18 2.14 2.22 2.13












Remarks : ‐

CV(min) = 101.0% CV(max) = 104.5% Mean = 102.8%

APPROVED SIGNATORY








APPROVED SIGNATORY







Remarks : ‐

CV(min) = 101.3% CV(max) = 103.7% Mean = 102.5%





0.0% Dry of OMC





Soil Description :


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 :





Location 1 : E: 505175 E: 505180

Location 2 : N: 7042883 N: 7042938


Location 3 :

Time : 13:25 13:30


Onsite Onsite

S/043660


Material Source :


R.L: 15.05 R.L: 15.06



Date Tested : 8/01/2019 8/01/2019



Std. Dev. = 1.4% n = 2 k = 0.828






Location : Glenview






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/043730

Date Tested : 9/01/2019 9/01/2019 9/01/2019 9/01/2019

Onsite



Std. Dev. = 0.7% n = 6 k = 0.828

S/043727 S/043728


R.L: 17.7 R.L: 17.1 R.L: 16.9 R.L: 16.7


150 / 150



9/01/2019 9/01/2019

S/043726

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

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



N/A


11.5% 13.0%



±2% of OMC


0.5% Wet of OMC






Remarks : ‐

CV(min) = 96.3% CV(max) = 97.5% Mean = 96.9%

APPROVED SIGNATORY



95%

2.11







‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/043810

Date Tested : 10/01/2019 10/01/2019 10/01/2019 10/01/2019

Onsite



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


150 / 150



10/01/2019 10/01/2019

S/043805

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/043810S/043804 S/043805 S/043807 S/043808 S/043809


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



N/A


22.5% 24.5%



±2% of OMC


0.5% Wet of OMC






Remarks : ‐

CV(min) = 98.9% CV(max) = 102.6% Mean = 100.8%

APPROVED SIGNATORY



95%

1.93






APPROVED SIGNATORY



95%

2.08





Remarks : ‐

CV(min) = 96.9% CV(max) = 98.6% Mean = 97.8%




12.0% 13.0%


0.5% Dry of OMC At OMC At OMC 0.0% Wet of OMC

‐


0.0% Wet of OMC



0.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

R.L:16.60



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 :


Time : 09:15 09:20 09:25 09:30 09:35 13:10

S/043997

150 / 200



12/01/2019 12/01/2019

S/043994

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/043995 S/043996


R.L:16.33 R.L:16.41 R.L:16.53 R.L:16.58


‐ ‐


S/043998

Date Tested : 12/01/2019 12/01/2019 12/01/2019 12/01/2019

Onsite



Std. Dev. = 1.0% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

1.93





Remarks : ‐

CV(min) = 96.7% CV(max) = 97.7% Mean = 97.2%




13.0% 13.0%



±2% of OMC


3.0% Dry of OMC



3.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 15.90



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 :


Time : 08:55 09:00 09:05 09:10 09:15 09:20

S/043931

150 / 200



11/01/2019 11/01/2019

S/043928

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/043929 S/043930


R.L: 16.10 R.L: 16.08 R.L: 15.85 R.L: 15.94


‐ ‐


S/043932

Date Tested : 11/01/2019 11/01/2019 11/01/2019 11/01/2019

Onsite



Std. Dev. = 0.6% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 95.2% CV(max) = 96.0% Mean = 95.6%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.12 2.09 2.07 2.10

MDR Test Results

S/043999 S/044000 S/044001 S/044002


MDR Test Date : 25/01/2019 25/01/2019 25/01/2019 25/01/2019

MDR Sample Number :





Location 1 : E: 505266 E: 505243 E: 505229 E: 505215

Location 2 : N: 7043111 N: 7043102 N: 7043086 N: 7043089


Location 3 :

Time : 13:15 13:20 13:25 13:30



S/044000


Material Source :

S/044001 S/044002


R.L: 16.71 R.L: 16.67 R.L: 16.77 R.L: 16.75



Date Tested : 12/01/2019 12/01/2019 12/01/2019 12/01/2019



Std. Dev. = 0.5% n = 4 k = 0.828






Location : Glenview

‐ ‐










Location : Glenview

‐ ‐


Date Tested : 10/01/2019 10/01/2019 10/01/2019 10/01/2019



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




S/043811


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 3 :



MDR Test Date : 25/01/2019 25/01/2019 25/01/2019 25/01/2019

MDR Sample Number :



S/043810 S/043811 S/043812 S/043813


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.01 2.00 1.84 1.89





4.0% Dry of OMC 0.5% Wet of OMC 0.0% Wet of OMC







Remarks : ‐

CV(min) = 96.9% CV(max) = 103.6% Mean = 100.3%

APPROVED SIGNATORY








APPROVED SIGNATORY



95%

2.06





Remarks : ‐

CV(min) = 96.2% CV(max) = 100.9% Mean = 98.6%




22.5% 11.5%


0.5% Dry of OMC 2.5% Dry of OMC 0.5% Dry of OMC At OMC

±2% of OMC


At OMC


ADJ Moisture Variation : 2.5% ‐ ‐ ‐ ‐

0.0%

ADJ PCWD (t/m3) : 2.07 ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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% ‐ ‐ ‐ ‐


‐

No

R.L: 16.34

Oversize Wet : 11% ‐ ‐ ‐ ‐


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 :


Time : 09:25 09:30 09:35 09:40 09:45 13:00

S/044005

150 / 200



11/01/2019 11/01/2019

S/043934

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/043935 S/043936


R.L: 16.08 R.L: 16.14 R.L: 16.39 R.L: 16.48


‐ ‐


S/044006

Date Tested : 11/01/2019 11/01/2019 11/01/2019 11/01/2019

Onsite


Oversize Density ‐ Dry (t/m³) : 2.410 ‐

Std. Dev. = 2.9% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

1.98





Remarks : ‐

CV(min) = 98.7% CV(max) = 103.7% Mean = 101.2%




11.5% 8.0%



±2% of OMC


5.0% Dry of OMC


ADJ Moisture Variation : ‐ 2.0% ‐ ‐ ‐

5.0%

ADJ PCWD (t/m3) : ‐ 2.12 ‐ ‐

‐

Soil Description :

‐ ‐


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% ‐ ‐ ‐


‐

No

R.L: 15.63

Oversize Wet : ‐ 6% ‐ ‐ ‐


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



14/01/2019 14/01/2019

S/044055

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/044056 S/044057


R.L: 15.75 R.L: 15.62 R.L: 15.55 R.L: 15.62


‐ ‐


S/044059

Date Tested : 14/01/2019 14/01/2019 14/01/2019 14/01/2019

Onsite


Oversize Density ‐ Dry (t/m³) : ‐ 2.490

Std. Dev. = 3.0% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.00





Remarks : ‐

CV(min) = 98.9% CV(max) = 101.5% Mean = 100.2%




15.0% 22.0%


2.5% Dry of OMC 1.0% Dry of OMC At OMC 0.5% Dry of OMC

±2% of OMC


3.0% Wet of OMC


ADJ Moisture Variation : 3.0% ‐ ‐ ‐ ‐

‐3.0%

ADJ PCWD (t/m3) : 2.01 ‐ ‐ 2.03

‐

Soil Description :

‐ ‐


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


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% ‐


‐

No

R.L: 16.12

Oversize Wet : 1% ‐ ‐ 3% ‐


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



14/01/2019 14/01/2019

S/044061

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/044062 S/044063


R.L: 15.54 R.L: 15.58 R.L: 15.56 R.L: 15.79


‐ ‐


S/044065

Date Tested : 14/01/2019 14/01/2019 14/01/2019 14/01/2019

Onsite


Oversize Density ‐ Dry (t/m³) : 2.500 ‐

Std. Dev. = 1.6% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ 2.450






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/044191

Date Tested : 15/01/2019 15/01/2019 15/01/2019 15/01/2019

Onsite



Std. Dev. = 1.4% n = 6 k = 0.828

S/044188 S/044189


R.L: 16.08 R.L: 15.98 R.L: 16.01 R.L: 15.95


150 / 150



15/01/2019 15/01/2019

S/044187

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/044191S/044186 S/044187 S/044188 S/044189 S/044190


2.17

MDR Test Results

2.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 2.00 2.08 1.97 2.08 2.07



N/A


11.0% 19.0%



±2% of OMC


2.5% Dry of OMC






Remarks : ‐

CV(min) = 97.8% CV(max) = 100.1% Mean = 98.9%

APPROVED SIGNATORY



95%

2.13






APPROVED SIGNATORY







Remarks : ‐

CV(min) = 97.3% CV(max) = 100.7% Mean = 99.0%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.23 2.20 2.21 2.02

MDR Test Results

S/044192 S/044193 S/044194 S/044195


MDR Test Date : 1/02/2019 1/02/2019 1/02/2019 1/02/2019

MDR Sample Number :





Location 1 : E: 505427 E: 505417 E: 505385 E: 505363

Location 2 : N: 7043191 N: 7043193 N: 7043200 N: 704319e


Location 3 :

Time : 09:45 09:50 09:55 10:00



S/044193


Material Source :

S/044194 S/044195


R.L: 15.93 R.L: 16.02 R.L: 16.11 R.L: 16.19



Date Tested : 15/01/2019 15/01/2019 15/01/2019 15/01/2019



Std. Dev. = 2.0% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.13





Remarks : ‐

CV(min) = 97.6% CV(max) = 100.8% Mean = 99.2%




17.0% 18.5%



±2% of OMC


1.0% Dry of OMC



1.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 15.99



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



16/01/2019 16/01/2019

S/044344

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/044345 S/044346


R.L: 15.42 R.L: 15.79 R.L: 15.80 R.L: 15.93


‐ ‐


S/044348

Date Tested : 16/01/2019 16/01/2019 16/01/2019 16/01/2019

Onsite



Std. Dev. = 1.9% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.07





Remarks : ‐

CV(min) = 97.2% CV(max) = 101.7% Mean = 99.4%




22.5% 22.0%



±2% of OMC


1.5% Wet of OMC



‐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


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

‐



‐

No

R.L: 16.88



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



17/01/2019 17/01/2019

S/044520

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/044521 S/044522


R.L: 16.32 R.L: 16.55 R.L: 16.63 R.L: 16.72


‐ ‐


S/044524

Date Tested : 17/01/2019 17/01/2019 17/01/2019 17/01/2019

Onsite



Std. Dev. = 2.7% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 97.2% CV(max) = 101.5% Mean = 99.4%





2.0% Wet of OMC 2.5% Wet of OMC 0.5% Dry of OMC




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


MDR Test Date : 2/02/2019 2/02/2019 2/02/2019 2/02/2019

MDR Sample Number :





Location 1 : E: 505266 E: 505249 E: 505201 E: 505223

Location 2 : N: 7043081 N: 7043072 N: 7043069 N: 7043071


Location 3 :

Time : 09:45 09:50 09:55 10:00



S/044526


Material Source :

S/044527 S/044528


R.L: 17.12 R.L: 17.00 R.L: 16.85 R.L: 16.82



Date Tested : 17/01/2019 17/01/2019 17/01/2019 17/01/2019



Std. Dev. = 2.6% n = 4 k = 0.828






Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/045830

Date Tested : 4/02/2019 4/02/2019 4/02/2019 4/02/2019

Onsite



Std. Dev. = 1.4% n = 6 k = 0.828

S/045827 S/045828


R.L: 15.5 R.L: 15.6 R.L: 16.0 R.L: 16.3


150 / 200



4/02/2019 4/02/2019

S/045826

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/045830S/045825 S/045826 S/045827 S/045828 S/045829


1.99

MDR Test Results

2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 1.96 1.98 1.99 1.95 2.04



N/A


10.0% 16.5%



±2% of OMC


2.0% Dry of OMC






Remarks : ‐

CV(min) = 95.1% CV(max) = 97.4% Mean = 96.3%

APPROVED SIGNATORY



95%

1.92






APPROVED SIGNATORY



95%

2.16





Remarks : ‐

CV(min) = 97.5% CV(max) = 101.0% Mean = 99.3%




14.5% 20.0%



±2% of OMC


0.5% Wet of OMC



‐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


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

‐



‐

No

R.L: 15.91



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



18/01/2019 18/01/2019

S/044684

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/044685 S/044686


R.L: 15.70 R.L: 15.87 R.L: 15.87 R.L: 15.85


‐ ‐


S/044688

Date Tested : 18/01/2019 18/01/2019 18/01/2019 18/01/2019

Onsite



Std. Dev. = 2.2% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 100.4% CV(max) = 103.1% Mean = 101.8%









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


MDR Test Date : 9/02/2019 9/02/2019 9/02/2019 9/02/2019

MDR Sample Number :





Location 1 : E: 505478 E: 505483 E: 505518 E: 505520

Location 2 : N: 7043146 N: 7043141 N: 7043144 N: 7043141


Location 3 :

Time : 09:30 09:35 09:40 09:45



S/044690


Material Source :

S/044691 S/044692


R.L: 15.80 R.L: 15.85 R.L: 15.72 R.L: 15.68



Date Tested : 18/01/2019 18/01/2019 18/01/2019 18/01/2019



Std. Dev. = 1.7% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.10





Remarks : ‐

CV(min) = 97.6% CV(max) = 102.4% Mean = 100.0%




14.5% 23.0%



±2% of OMC


0.0% Wet of OMC



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


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

‐



‐

No

R.L: 15.68



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



19/01/2019 19/01/2019

S/044742

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/044743 S/044744


R.L: 15.96 R.L: 15.92 R.L:15.79 R.L: 15.61


‐ ‐


S/044746

Date Tested : 19/01/2019 19/01/2019 19/01/2019 19/01/2019

Onsite



Std. Dev. = 2.9% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐










Location : Glenview

‐ ‐


Date Tested : 19/01/2019 19/01/2019 19/01/2019 19/01/2019



Std. Dev. = 2.1% n = 4 k = 0.828

S/044749 S/044750


R.L: 15.68 R.L: 15.86 R.L: 15.89 R.L: 16.09




S/044748


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 3 :



MDR Test Date : 8/02/2019 8/02/2019 8/02/2019 8/02/2019

MDR Sample Number :



S/044747 S/044748 S/044749 S/044750


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





0.5% Wet of OMC 0.5% Wet of OMC 2.0% Dry of OMC







Remarks : ‐

CV(min) = 97.9% CV(max) = 101.4% Mean = 99.6%

APPROVED SIGNATORY








APPROVED SIGNATORY



95%

1.99





Remarks : ‐

CV(min) = 98.9% CV(max) = 101.9% Mean = 100.4%




18.0% 21.0%



±2% of OMC


0.5% Dry of OMC



0.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 15.91



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



21/01/2019 21/01/2019

S/044844

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/044845 S/044846


R.L: 15.92 R.L: 15.94 R.L:16.00 R.L: 15.86


‐ ‐


S/044848

Date Tested : 21/01/2019 21/01/2019 21/01/2019 21/01/2019

Onsite



Std. Dev. = 1.8% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐










Location : Glenview

‐ ‐


Date Tested : 21/01/2019 21/01/2019 21/01/2019 21/01/2019



Std. Dev. = 2.5% n = 4 k = 0.828

S/044851 S/044852


R.L: 16.26 R.L: 16.27 R.L: 16.05 R.L: 16.15




S/044850


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 3 :



MDR Test Date : 9/02/2019 9/02/2019 9/02/2019 9/02/2019

MDR Sample Number :



S/044849 S/044850 S/044851 S/044852


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.98 2.06 2.08 2.04












Remarks : ‐

CV(min) = 97.4% CV(max) = 101.6% Mean = 99.5%

APPROVED SIGNATORY









‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/044953

Date Tested : 22/01/2019 22/01/2019 22/01/2019 22/01/2019

Import



Std. Dev. = 2.4% n = 6 k = 0.828

S/044950 S/044951


R.L: 15.4 R.L: 15.4 R.L: 15.4 R.L: 15.4


150 / 150


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


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/044953S/044948 S/044949 S/044950 S/044951 S/044952


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



N/A


10.5% 12.5%



±2% of OMC


2.0% Dry of OMC






Remarks : ‐

CV(min) = 97.4% CV(max) = 101.4% Mean = 99.4%

APPROVED SIGNATORY



95%

2.16











Location : Glenview

‐ ‐


Date Tested : 22/01/2019 22/01/2019 22/01/2019 22/01/2019



Std. Dev. = 1.9% n = 4 k = 0.828

S/044956 S/044957


R.L: 15.6 R.L: 15.5 R.L: 15.4 R.L: 15.5



Import Import Import Import

S/044955


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 3 :



MDR Test Date : 8/02/2019 8/02/2019 8/02/2019 8/02/2019

MDR Sample Number :



S/044954 S/044955 S/044956 S/044957


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.15 2.24 2.27 2.06












Remarks : ‐

CV(min) = 98.4% CV(max) = 101.6% Mean = 100.0%

APPROVED SIGNATORY









‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/045067

Date Tested : 23/01/2019 23/01/2019 23/01/2019 23/01/2019

Onsite



Std. Dev. = 1.7% n = 6 k = 0.828

S/045064 S/045065


R.L: 16.2 R.L: 16.4 R.L: 16.3 R.L: 16.4


150 / 150



23/01/2019 23/01/2019

S/045063

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/045067S/045062 S/045063 S/045064 S/045065 S/045066


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



N/A


10.5% 10.0%



±2% of OMC


2.5% Dry of OMC






Remarks : ‐

CV(min) = 97.0% CV(max) = 99.8% Mean = 98.4%

APPROVED SIGNATORY



95%

1.88











Location : Glenview

‐ ‐


Date Tested : 23/01/2019 23/01/2019 23/01/2019 23/01/2019



Std. Dev. = 3.4% n = 4 k = 0.828

S/045070 S/045071


R.L: 16.2 R.L: 16.5 R.L: 16.5 R.L: 16.4




S/045069


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 3 :



MDR Test Date : 8/02/2019 8/02/2019 8/02/2019 8/02/2019

MDR Sample Number :



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 :


PCWD (t/m3) : 1.98 2.04 1.92 2.00












Remarks : ‐

CV(min) = 96.9% CV(max) = 102.6% Mean = 99.8%

APPROVED SIGNATORY








APPROVED SIGNATORY



95%

2.00





Remarks : ‐

CV(min) = 97.8% CV(max) = 101.4% Mean = 99.6%




14.5% 12.5%


At OMC 0.5% Wet of OMC 2.5% Wet of OMC 0.5% Dry of OMC

±2% of OMC


0.5% Dry of OMC



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


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

‐



‐

No

R.L: 16.0



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



23/01/2019 23/01/2019

S/045107

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/045108 S/045109


R.L: 16.0 R.L: 16.2 R.L: 16.0 R.L: 15.9


‐ ‐


S/045111

Date Tested : 23/01/2019 23/01/2019 23/01/2019 23/01/2019

Onsite



Std. Dev. = 2.2% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 95.0% CV(max) = 96.5% Mean = 95.8%









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


MDR Test Date : 9/02/2019 9/02/2019 9/02/2019 9/02/2019

MDR Sample Number :





Location 1 : E: 505321 E: 505292 E: 505275 E: 505244

Location 2 : N: 7043096 N: 7043081 N: 7043075 N: 7043060


Location 3 :

Time : 14:05 14:15 14:25 14:35



S/045113


Material Source :

S/045114 S/045115


R.L: 16.2 R.L: 16.3 R.L: 16.2 R.L: 16.2



Date Tested : 23/01/2019 23/01/2019 23/01/2019 23/01/2019



Std. Dev. = 0.9% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.11





Remarks : ‐

CV(min) = 97.5% CV(max) = 101.9% Mean = 99.7%




8.5% 6.5%



±2% of OMC


2.5% Dry of OMC


ADJ Moisture Variation : ‐ 2.0% ‐ ‐ 3.0%

2.5%

ADJ PCWD (t/m3) : ‐ 2.10 ‐ ‐

‐

Soil Description :

1.99 ‐


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


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%


‐

No

R.L: 16.26

Oversize Wet : ‐ 2% ‐ ‐ 1%


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



29/01/2019 29/01/2019

S/045349

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/045350 S/045351


R.L: 16.13 R.L: 16.25 R.L: 16.20 R.L: 16.19


‐ ‐


S/045353

Date Tested : 29/01/2019 29/01/2019 29/01/2019 29/01/2019

Onsite



Std. Dev. = 2.7% n = 6 k = 0.828


2.430 ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.02





Remarks : ‐

CV(min) = 96.8% CV(max) = 100.4% Mean = 98.6%




10.5% 10.5%



±2% of OMC


0.0% Dry of OMC



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


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

‐



‐

No

R.L: 15.20



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



30/01/2019 30/01/2019

S/045443

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/045444 S/045445


R.L: 15.24 R.L: 15.29 R.L:15.30 R.L: 15.26


‐ ‐


S/045447

Date Tested : 30/01/2019 30/01/2019 30/01/2019 30/01/2019

Onsite



Std. Dev. = 2.2% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.12





Remarks : ‐

CV(min) = 98.6% CV(max) = 101.4% Mean = 100.0%




15.5% 11.5%



±2% of OMC


3.0% Dry of OMC



3.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 15.71



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



31/01/2019 31/01/2019

S/045532

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/045533 S/045534


R.L: 15.36 R.L: 15.49 R.L:15.65 R.L: 15.65


‐ ‐


S/045536

Date Tested : 31/01/2019 31/01/2019 31/01/2019 31/01/2019

Onsite



Std. Dev. = 1.7% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 98.3% CV(max) = 101.0% Mean = 99.6%








ADJ Moisture Variation : ‐ 1.5% ‐ ‐

ADJ PCWD (t/m3) : ‐ 2.20 ‐ ‐

Soil Description :


PCWD (t/m3) : 2.08 2.19 2.15 2.21

MDR Test Results

S/045354 S/045355 S/045356 S/045357


MDR Test Date : 20/02/2019 20/02/2019 20/02/2019 20/02/2019

MDR Sample Number :

Oversize Dry : ‐ 2% ‐ ‐


Oversize Wet : ‐ 2% ‐ ‐


Location 1 : E: 505324 E: 505305 E: 505296 E: 505270

Location 2 : N: 7043042 N: 7043043 N: 7043034 N: 7043036


Location 3 :

Time : 09:35 09:40 09:45 09:50



S/045355


Material Source :

S/045356 S/045357


R.L: 16.83 R.L: 16.10 R.L: 16.19 R.L: 16.30



Date Tested : 29/01/2019 29/01/2019 29/01/2019 29/01/2019



Std. Dev. = 1.7% n = 4 k = 0.828






Location : Glenview

‐ ‐










Location : Glenview

‐ ‐


Date Tested : 30/01/2019 30/01/2019 30/01/2019 30/01/2019



Std. Dev. = 3.0% n = 4 k = 0.828

S/045450 S/045451


R.L: 15.23 R.L: 15.26 R.L: 15.23 R.L: 15.32




S/045449


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 3 :



MDR Test Date : 20/02/2019 20/02/2019 20/02/2019 20/02/2019

MDR Sample Number :



S/045448 S/045449 S/045450 S/045451


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.09 2.15 1.95 2.00












Remarks : ‐

CV(min) = 96.8% CV(max) = 101.7% Mean = 99.3%

APPROVED SIGNATORY













Location : Glenview

‐ ‐


Date Tested : 31/01/2019 31/01/2019 31/01/2019 31/01/2019



Std. Dev. = 1.7% n = 4 k = 0.828

S/045539 S/045540


R.L: 15.75 R.L: 15.96 R.L: 15.73 R.L: 15.77




S/045538


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 3 :



MDR Test Date : 15/02/2019 15/02/2019 15/02/2019 15/02/2019

MDR Sample Number :



S/045537 S/045538 S/045539 S/045540


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












Remarks : ‐

CV(min) = 98.8% CV(max) = 101.5% Mean = 100.1%

APPROVED SIGNATORY









‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/045658

Date Tested : 1/02/2019 1/02/2019 1/02/2019 1/02/2019

Onsite



Std. Dev. = 1.4% n = 6 k = 0.828

S/045655 S/045656


R.L: 15.62 R.L: 15.75 R.L:15.79 R.L: 15.60


150 / 150



1/02/2019 1/02/2019

S/045654

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/045658S/045653 S/045654 S/045655 S/045656 S/045657


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



N/A


27.5% 29.0%



±2% of OMC


3.5% Wet of OMC






Remarks : ‐

CV(min) = 97.6% CV(max) = 99.9% Mean = 98.8%

APPROVED SIGNATORY



95%

1.92











Location : Glenview

‐ ‐


Date Tested : 1/02/2019 1/02/2019 1/02/2019 1/02/2019



Std. Dev. = 2.6% n = 4 k = 0.828

S/045661 S/045662


R.L: 15.40 R.L: 15.47 R.L: 15.82 R.L: 15.75




S/045660


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 3 :



MDR Test Date : 16/02/2019 16/02/2019 16/02/2019 16/02/2019

MDR Sample Number :



S/045659 S/045660 S/045661 S/045662


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.94 1.85 1.93 1.95












Remarks : ‐

CV(min) = 95.5% CV(max) = 99.8% Mean = 97.6%

APPROVED SIGNATORY













Location : Glenview

‐ ‐


Date Tested : 4/02/2019 4/02/2019 4/02/2019 4/02/2019



Std. Dev. = 0.7% n = 4 k = 0.828

S/045833 S/045834


R.L: 16.2 R.L: 16.3 R.L: 16.3 R.L: 16.2




S/045832


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 3 :



MDR Test Date : 7/02/2019 7/02/2019 7/02/2019 7/02/2019

MDR Sample Number :



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 :


PCWD (t/m3) : 1.98 1.96 2.02 2.01












Remarks : ‐

CV(min) = 95.9% CV(max) = 97.1% Mean = 96.5%

APPROVED SIGNATORY








APPROVED SIGNATORY







Remarks : ‐

CV(min) = 96.7% CV(max) = 99.7% Mean = 98.2%




28.5%


0.0% Dry of OMC At OMC 0.5% Wet of OMC 0.0% Wet of OMC




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 :



N:7042838



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



11/02/2019

S/046171

Onsite

AS1289.1.2.1 ‐ cl6.4


Material Source :

S/046172 S/046173


N:7042797 N:7042813 N:7042826 N:7042838


‐


Date Tested : 11/02/2019 11/02/2019 11/02/2019 11/02/2019



Std. Dev. = 1.8% n = 5 k = 0.828


‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.04





Remarks : ‐

CV(min) = 98.3% CV(max) = 100.5% Mean = 99.4%




17.0% 21.0%


0.0% Wet of OMC 0.0% Wet of OMC At OMC 0.0% Wet of OMC

±2% of OMC


0.5% Wet of OMC



‐0.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 17.90



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 :


Time : 12:15 12:20 12:25 12:30 12:40 12:45

S/046429

150 / 200



13/02/2019 13/02/2019

S/046426

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/046427 S/046428


R.L: 17.70 R.L: 17.70 R.L: 17.80 R.L: 17.70


‐ ‐


S/046430

Date Tested : 13/02/2019 13/02/2019 13/02/2019 13/02/2019

Onsite



Std. Dev. = 1.4% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐ ‐

Dry Density / Moisture Ratio ReportClient : Shadforths Report Number : SR/PTP/01303 ‐ 116/1




Location : Glenview

‐ ‐

‐ ‐


S/046721

Date Tested : 15/02/2019 15/02/2019 15/02/2019 15/02/2019

Onsite



Std. Dev. = 0.8% n = 6 k = 0.828

S/046718 S/046719


R.L: 16.6 R.L: 16.6 R.L: 16.4 R.L: 16.4


150 / 200



15/02/2019 15/02/2019

S/046717

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/046721S/046716 S/046717 S/046718 S/046719 S/046720


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



N/A


15.5% #N/A



±2% of OMC


0.5% Wet of OMC






Remarks : ‐

CV(min) = 96.0% CV(max) = 97.3% Mean = 96.7%

APPROVED SIGNATORY



95%

2.16











Location : Glenview

‐ ‐


Date Tested : 15/02/2019 15/02/2019 15/02/2019 15/02/2019

Material Type : General fill General fill General fill General fill


Std. Dev. = 0.9% n = 4 k = 0.828

S/046724 S/046725


R.L: 16.4 R.L: 16.3 R.L: 16.3 R.L: 16.3




S/046723


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 3 :



MDR Test Date : 23/02/2019 23/02/2019 23/02/2019 23/02/2019

MDR Sample Number :



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 :


PCWD (t/m3) : 2.18 2.20 2.10 2.08












Remarks : ‐

CV(min) = 96.0% CV(max) = 97.5% Mean = 96.8%

APPROVED SIGNATORY









‐





Location : Glenview

2.48 ‐

‐


Date Tested : 18/02/2019 18/02/2019 18/02/2019 18/02/2019



Std. Dev. = 1.6% n = 5 k = 0.828

S/046885 S/046886


R.L: 16.2 R.L: 15.8 R.L: 15.4 R.L: 15.3




18/02/2019

S/046884

Onsite

AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐


Oversize Wet : ‐ 2% 6% ‐ ‐


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% ‐ ‐


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 :

‐


PCWD (t/m3) : 2.04 2.06 2.03 2.02 2.04


ADJ Moisture Variation : ‐ 3.5% 3.0% ‐ ‐


8.0%









Remarks : ‐

CV(min) = 95.1% CV(max) = 97.7% Mean = 96.4%

APPROVED SIGNATORY








APPROVED SIGNATORY







Remarks : ‐

CV(min) = 96.1% CV(max) = 100.1% Mean = 98.1%




6.5%






ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :

‐


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 :



R.L: 15.9



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



19/02/2019

S/046955

Onsite

AS1289.1.2.1 ‐ cl6.4


Material Source :

S/046956 S/046957


R.L: 15.3 R.L: 15.4 R.L: 15.7 R.L: 15.7


‐


Date Tested : 19/02/2019 19/02/2019 19/02/2019 19/02/2019



Std. Dev. = 2.4% n = 5 k = 0.828


‐





Location : Glenview

‐ ‐










Location : Glenview

‐ ‐


Date Tested : 22/02/2019 22/02/2019 22/02/2019 22/02/2019



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




S/047434


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 3 :



MDR Test Date : 6/03/2019 6/03/2019 6/03/2019 6/03/2019

MDR Sample Number :



S/047433 S/047434 S/047435 S/047436


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.94 1.95 1.94 2.02












Remarks : ‐

CV(min) = 100.6% CV(max) = 102.4% Mean = 101.5%

APPROVED SIGNATORY













Location : Glenview

‐ ‐


Date Tested : 21/02/2019 21/02/2019 21/02/2019 21/02/2019



Std. Dev. = 2.7% n = 4 k = 0.828

S/047213 S/047214


RL: 14.3 RL: 15.0 RL: 15.5 RL: 14.9




S/047212


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 3 :



MDR Test Date : 7/03/2019 7/03/2019 7/03/2019 7/03/2019

MDR Sample Number :



S/047211 S/047212 S/047213 S/047214


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.94 2.07 2.02 1.92












Remarks : ‐

CV(min) = 98.0% CV(max) = 102.5% Mean = 100.3%

APPROVED SIGNATORY









‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/047210

Date Tested : 21/02/2019 21/02/2019 21/02/2019 21/02/2019

On Site



Std. Dev. = 3.2% n = 6 k = 0.828

S/047207 S/047208


RL: 14.4 RL: 15.3 RL: 15.6 RL: 14.2


150 / 150



21/02/2019 21/02/2019

S/047206

On Site

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/047210S/047205 S/047206 S/047207 S/047208 S/047209


2.04

MDR Test Results

0.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 1.94 1.96 1.95 2.14 1.97



N/A


14.0% 21.0%


0.0% Dry of OMC At OMC 1.0% Wet of OMC 4.0% Dry of OMC

±2% of OMC


0.5% Dry of OMC






Remarks : ‐

CV(min) = 96.8% CV(max) = 102.1% Mean = 99.4%

APPROVED SIGNATORY



95%

1.94






APPROVED SIGNATORY



95%

1.98





Remarks : ‐

CV(min) = 95.8% CV(max) = 98.2% Mean = 97.0%




12.5% 11.0%



±2% of OMC

Field Moisture Content : #N/A 6.0% 19.0% 12.5%

2.0% Dry of OMC



2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 15.2



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


20/02/2019 20/02/2019

S/047132

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/047133 S/047134


R.L: 15.2 R.L: 15.1 R.L: 15.4 R.L: 15.4


‐ ‐


S/047136

Date Tested : 20/02/2019 20/02/2019 20/02/2019 20/02/2019

Onsite



Std. Dev. = 1.5% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐







Client Address : 99 Sandalwood Ln, Forest Glen QLD, 4556 Report Date : 19‐03‐19



Location : Glenview

‐ ‐


Date Tested : 20‐02‐19 20‐02‐19 20‐02‐19 20‐02‐19



Std. Dev. = 2.5% n = 4 k = 0.828

S/047139 S/047140


R.L: 15.0 R.L: 14.9 R.L: 14.8 R.L: 14.7




S/047138


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 3 :



MDR Test Date : 10‐03‐19 10‐03‐19 10‐03‐19 10‐03‐19

MDR Sample Number :



S/047137 S/047138 S/047139 S/047140


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.93 1.93 2.10 2.11












Remarks : ‐

CV(min) = 97.1% CV(max) = 101.2% Mean = 99.1%

APPROVED SIGNATORY








APPROVED SIGNATORY



95%

2.02





Remarks : ‐

CV(min) = 97.2% CV(max) = 102.7% Mean = 100.0%




8.5% 13.0%



±2% of OMC


0.5% Dry of OMC



0.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

RL: 15.8



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



21‐02‐19 21‐02‐19

S/047276

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/047277 S/047278


RL: 15.5 RL: 15.7 RL: 16.0 RL: 15.4


‐ ‐


S/047280

Date Tested : 21‐02‐19 21‐02‐19 21‐02‐19 21‐02‐19

Onsite



Std. Dev. = 3.3% n = 10 k = 0.828


‐ ‐





Location : Glenview

‐ ‐










Location : Glenview

‐ ‐


Date Tested : 21‐02‐19 21‐02‐19 21‐02‐19 21‐02‐19



Std. Dev. = 3.9% n = 10 k = 0.828

S/047283 S/047284


RL: 15.4 RL: 15.7 RL: 15.9 RL: 15.4




S/047282


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 3 :



MDR Test Date : 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19

MDR Sample Number :



S/047281 S/047282 S/047283 S/047284


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.95 1.92 1.87 1.90












Remarks : ‐

CV(min) = 97.2% CV(max) = 103.7% Mean = 100.5%

APPROVED SIGNATORY








APPROVED SIGNATORY



95%

1.92





Remarks : ‐

CV(min) = 100.4% CV(max) = 101.9% Mean = 101.2%




26.5% 26.5%


0.0% Wet of OMC 0.0% Wet of OMC 0.0% Wet of OMC 0.5% Dry of OMC

±2% of OMC


1.0% Wet of OMC



‐1.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


Brown


Brown


Brown


Brown


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

‐



‐

No

R.L: 14.9



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



22‐02‐19 22‐02‐19

S/047428

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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


‐ ‐


S/047432

Date Tested : 22‐02‐19 22‐02‐19 22‐02‐19 22‐02‐19

Onsite



Std. Dev. = 0.9% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.00





Remarks : ‐

CV(min) = 95.1% CV(max) = 98.3% Mean = 96.7%




17.5% 11.5%



±2% of OMC


1.0% Dry of OMC



1.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 16.2



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



25‐02‐19 25‐02‐19

S/047648

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/047649 S/047650


R.L: 15.0 R.L: 15.5 R.L: 15.9 R.L: 15.8


‐ ‐


S/047652

Date Tested : 25‐02‐19 25‐02‐19 25‐02‐19 25‐02‐19

Onsite



Std. Dev. = 1.9% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

1.99





Remarks : ‐

CV(min) = 98.6% CV(max) = 102.7% Mean = 100.7%




12.0% 17.0%



±2% of OMC


4.0% Dry of OMC



4.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 14.8



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



25‐02‐19 25‐02‐19

S/047536

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/047537 S/047538


R.L: 15.9 R.L: 15.7 R.L: 15.5 R.L: 15.1


‐ ‐


S/047540

Date Tested : 25‐02‐19 25‐02‐19 25‐02‐19 25‐02‐19

Onsite



Std. Dev. = 2.5% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐










Location : Glenview

‐ ‐


Date Tested : 25‐02‐19 25‐02‐19 25‐02‐19 25‐02‐19



Std. Dev. = 2.5% n = 4 k = 0.828

S/047655 S/047656


R.L: 16.1 R.L: 16.0 R.L: 15.5 R.L: 15.0




S/047654


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 3 :



MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19

MDR Sample Number :



S/047653 S/047654 S/047655 S/047656


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.88 2.05 2.04 2.07












Remarks : ‐

CV(min) = 96.9% CV(max) = 101.1% Mean = 99.0%

APPROVED SIGNATORY








APPROVED SIGNATORY



95%

1.99





Remarks : ‐

CV(min) = 101.3% CV(max) = 103.8% Mean = 102.6%




15.0% 19.5%



±2% of OMC


3.0% Dry of OMC



3.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 15.2



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



26‐02‐19 26‐02‐19

S/047734

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/047735 S/047736


R.L: 15.8 R.L: 15.5 R.L: 15.0 R.L: 15.6


‐ ‐


S/047738

Date Tested : 26‐02‐19 26‐02‐19 26‐02‐19 26‐02‐19

Onsite



Std. Dev. = 1.5% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 97.8% CV(max) = 103.5% Mean = 100.6%









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


MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19

MDR Sample Number :





Location 1 : E: 505306 E: 505330 E: 505324 E: 505319

Location 2 : N: 7042855 N: 7042944 N: 7042900 N: 7042856


Location 3 :

Time : 13:00 13:05 13:10 13:15



S/047740


Material Source :

S/047741 S/047742


R.L: 14.7 R.L: 15.7 R.L: 15.0 R.L: 14.5



Date Tested : 26‐02‐19 26‐02‐19 26‐02‐19 26‐02‐19



Std. Dev. = 3.4% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

1.85





Remarks : ‐

CV(min) = 95.6% CV(max) = 98.4% Mean = 97.0%




15.0% 12.0%



±2% of OMC


2.5% Dry of OMC



2.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

RL: 15.7



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



27‐02‐19 27‐02‐19

S/047819

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/047820 S/047821


R.L: 16.6 R.L: 16.6 RL: 16.4 RL: 16.0


‐ ‐


S/047823

Date Tested : 27‐02‐19 27‐02‐19 27‐02‐19 27‐02‐19

Onsite



Std. Dev. = 1.7% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 100.2% CV(max) = 103.1% Mean = 101.6%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.00 1.92 1.97 2.05

MDR Test Results

S/047824 S/047825 S/047826 S/047827


MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19

MDR Sample Number :





Location 1 : E: 505207 E: 505209 E: 505210 E: 505207

Location 2 : N: 7042882 N: 7042895 N: 7042915 N: 7042940


Location 3 :

Time : 10:30 10:40 10:50 11:00



S/047825


Material Source :

S/047826 S/047827


RL: 16.0 RL: 16.3 RL: 16.4 RL: 16.6



Date Tested : 27‐02‐19 27‐02‐19 27‐02‐19 27‐02‐19



Std. Dev. = 1.8% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.02





Remarks : ‐

CV(min) = 101.1% CV(max) = 103.7% Mean = 102.4%




12.5% 12.5%



±2% of OMC


0.0% Dry of OMC



0.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

RL: 15.7



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



27‐02‐19 27‐02‐19

S/047885

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/047886 S/047887


R.L: 16.4 R.L: 16.3 RL: 16.2 RL: 15.9


‐ ‐


S/047889

Date Tested : 27‐02‐19 27‐02‐19 27‐02‐19 27‐02‐19

Onsite



Std. Dev. = 1.6% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐










Location : Glenview

‐ ‐


Date Tested : 27‐02‐19 27‐02‐19 27‐02‐19 27‐02‐19



Std. Dev. = 3.1% n = 4 k = 0.828

S/047892 S/047893


RL: 15.4 RL: 16.3 RL: 16.3 RL: 16.6




S/047891


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 3 :



MDR Test Date : 16‐03‐19 16‐03‐19 16‐03‐19 16‐03‐19

MDR Sample Number :



S/047890 S/047891 S/047892 S/047893


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.98 2.12 2.11 1.97












Remarks : ‐

CV(min) = 97.2% CV(max) = 102.3% Mean = 99.8%

APPROVED SIGNATORY









‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/048011

Date Tested : 28‐02‐19 28‐02‐19 28‐02‐19 28‐02‐19

Onsite



Std. Dev. = 2.1% n = 6 k = 0.828

S/048008 S/048009


R.L: 16.9 R.L:16.7 RL: 15.8 RL: 16.8


150 / 150



28‐02‐19 28‐02‐19

S/048007

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/048011S/048006 S/048007 S/048008 S/048009 S/048010


2.03

MDR Test Results

1.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 1.89 2.04 1.93 1.96 1.94



N/A


18.0% 22.0%



±2% of OMC


1.5% Dry of OMC






Remarks : ‐

CV(min) = 97.1% CV(max) = 100.6% Mean = 98.8%

APPROVED SIGNATORY



95%

1.96











Location : Glenview

‐ ‐


Date Tested : 28‐02‐19 28‐02‐19 28‐02‐19 28‐02‐19



Std. Dev. = 2.1% n = 4 k = 0.828

S/048014 S/048015


RL: 16.8 RL: 16.9 RL: 16.4 RL: 15.9




S/048013


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 3 :



MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19

MDR Sample Number :



S/048012 S/048013 S/048014 S/048015


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.95 1.86 1.96 1.94












Remarks : ‐

CV(min) = 98.5% CV(max) = 102.0% Mean = 100.3%

APPROVED SIGNATORY









‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/048062

Date Tested : 28‐02‐19 28‐02‐19 28‐02‐19 28‐02‐19

Onsite



Std. Dev. = 2.0% n = 6 k = 0.828

S/048059 S/048060


R.L: 15.7 R.L: 15.0 R.L: 14.7 R.L: 14.4


150 / 150



28‐02‐19 28‐02‐19

S/048058

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/048062S/048057 S/048058 S/048059 S/048060 S/048061


2.04

MDR Test Results

2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 1.90 2.02 2.02 1.94 2.01



N/A


12.5% 8.5%



±2% of OMC


2.0% Dry of OMC






Remarks : ‐

CV(min) = 99.0% CV(max) = 102.3% Mean = 100.7%

APPROVED SIGNATORY



95%

2.03






APPROVED SIGNATORY







Remarks : ‐

CV(min) = 98.8% CV(max) = 103.2% Mean = 101.0%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.09 2.01 1.91 1.93

MDR Test Results

S/048063 S/048064 S/048065 S/048066


MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19

MDR Sample Number :





Location 1 : E: 505311 E: 505296 E: 505295 E: 505294

Location 2 : N: 7042961 N: 7042933 N: 7042889 N: 7042858


Location 3 :

Time : 02:00 02:10 02:20 02:30



S/048064


Material Source :

S/048065 S/048066


R.L: 15.6 R.L: 15.7 R.L: 15.4 R.L: 14.9



Date Tested : 28‐02‐19 28‐02‐19 28‐02‐19 28‐02‐19



Std. Dev. = 2.7% n = 4 k = 0.828






Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/048554

Date Tested : 06‐03‐19 06‐03‐19 06‐03‐19 06‐03‐19

Onsite



Std. Dev. = 1.1% n = 6 k = 0.828

S/048551 S/048552


R.L: 16.6 R.L: 16.5 R.L: 16.3 R.L: 15.9


150 / 200



06‐03‐19 06‐03‐19

S/048550

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/048554S/048549 S/048550 S/048551 S/048552 S/048553


2.09

MDR Test Results

0.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 1.92 2.08 2.07 2.06 2.08



N/A


12.0% 12.0%



±2% of OMC


0.5% Dry of OMC






Remarks : ‐

CV(min) = 95.5% CV(max) = 97.3% Mean = 96.4%

APPROVED SIGNATORY



95%

2.03






APPROVED SIGNATORY



95%

2.01





Remarks : ‐

CV(min) = 97.3% CV(max) = 100.7% Mean = 99.0%




16.5% 8.0%



±2% of OMC


1.0% Dry of OMC



1.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 16.5



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



04‐03‐19 04‐03‐19

S/048362

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/048363 S/048364


R.L: 15.3 R.L: 15.8 R.L: 16.0 R.L: 16.1


‐ ‐


S/048366

Date Tested : 04‐03‐19 04‐03‐19 04‐03‐19 04‐03‐19

Onsite



Std. Dev. = 2.0% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐










Location : Glenview

‐ ‐


Date Tested : 13‐02‐19 13‐02‐19 13‐02‐19 13‐02‐19

Material Type : General fill General fill General fill General fill


Std. Dev. = 0.9% n = 4 k = 0.828

S/046433 S/046434


R.L: 17.60 R.L: 17.50 R.L: 17.70 R.L: 17.80




S/046432


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 3 :



MDR Test Date : 22‐02‐19 22‐02‐19 22‐02‐19 22‐02‐19

MDR Sample Number :



S/046431 S/046432 S/046433 S/046434


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.95 1.98 1.98 1.95












Remarks : ‐

CV(min) = 101.3% CV(max) = 102.9% Mean = 102.1%

APPROVED SIGNATORY













Location : Glenview

‐ ‐


Date Tested : 16‐01‐19 16‐01‐19 16‐01‐19 16‐01‐19



Std. Dev. = 4.6% n = 4 k = 0.828

S/044351 S/044352


R.L: 15.93 R.L: 15.76 R.L: 15.57 R.L: 15.25




S/044350


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 3 :



MDR Test Date : 01‐02‐19 01‐02‐19 01‐02‐19 01‐02‐19

MDR Sample Number :



S/044349 S/044350 S/044351 S/044352


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.00 2.01 2.04 2.04












Remarks : ‐

CV(min) = 97.2% CV(max) = 104.8% Mean = 101.0%

APPROVED SIGNATORY








APPROVED SIGNATORY



95%

2.01





Remarks : ‐

CV(min) = 98.1% CV(max) = 101.6% Mean = 99.8%




9.5% 18.0%



±2% of OMC


2.0% Dry of OMC



2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 15.6



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



05‐03‐19 05‐03‐19

S/048448

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/048449 S/048450


R.L: 15.1 R.L: 16.2 R.L: 16.6 R.L: 15.9


‐ ‐


S/048452

Date Tested : 05‐03‐19 05‐03‐19 05‐03‐19 05‐03‐19

Onsite



Std. Dev. = 2.1% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

1.97





Remarks : ‐

CV(min) = 97.1% CV(max) = 100.8% Mean = 98.9%




20.0% 13.0%



±2% of OMC


1.5% Dry of OMC



1.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

RL: 15.3



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



01‐03‐19 01‐03‐19

S/048195

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/048196 S/048197


R.L: 16.1 R.L: 15.8 RL: 15.7 RL: 15.6


‐ ‐


S/048199

Date Tested : 01‐03‐19 01‐03‐19 01‐03‐19 01‐03‐19

Onsite



Std. Dev. = 2.2% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






Dry Density / Moisture Ratio ReportClient : Report Number : SR/PTP/01303 ‐ 146/1

Client Address : Report Date : 26‐03‐19

Project Name : Test Request : ‐


Location :

Shadforths

99 Sandalwood Ln, Forest Glen QLD, 4556


Glenview

‐


Date Tested : 07‐12‐18 07‐12‐18 07‐12‐18

Material Type : General Fill General Fill General Fill


Std. Dev. = 2.5% n = 3 k = 0.828

S/042679


N: 7042947 N: 7042938 N: 7042910


Sampling Method : AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


S/042678


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 :



MDR Test Date : 12‐02‐18 12‐02‐18 12‐02‐18

MDR Sample Number :



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


ADJ Moisture Variation : ‐ ‐ ‐



0.0% Dry of OMC 0.5% Dry of OMC



Moisture Ratio : N/A N/A N/A

Wet Density Ratio : 95.5% 100.5% 97.5%



Remarks : ‐

CV(min) = 95.7% CV(max) = 99.9% Mean = 97.8%

APPROVED SIGNATORY


Field Wet Density (t/m3) : 2.00 2.11 2.05






APPROVED SIGNATORY







Remarks : ‐

CV(min) = 99.3% CV(max) = 102.7% Mean = 101.0%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


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 :





Location 1 : E: 505269 E: 505268 E: 505267 E: 505266

Location 2 : N: 7042886 N: 7042902 N: 7042929 N: 7042955


Location 3 :

Time : 10:00 10:10 10:20 10:30



S/048340


Material Source :

S/048341 S/048342


R.L: 15.7 R.L: 16.0 R.L: 16.3 R.L: 16.4



Date Tested : 04‐03‐19 04‐03‐19 04‐03‐19 04‐03‐19



Std. Dev. = 2.1% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 97.2% CV(max) = 99.0% Mean = 98.1%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.97 2.00 2.02 2.03

MDR Test Results

S/048144 S/048145 S/048146 S/048147


MDR Test Date : 18‐03‐19 18‐03‐19 18‐03‐19 18‐03‐19

MDR Sample Number :





Location 1 : E: 505219 E: 505206 E: 505208 E: 505200

Location 2 : N: 7042914 N: 7042909 N: 7042926 N: 7042936


Location 3 :

Time : 10:00 10:10 10:20 10:30



S/048145


Material Source :

S/048146 S/048147


RL: 16.9 RL: 17.0 RL: 17.0 RL: 17.0



Date Tested : 01‐03‐19 01‐03‐19 01‐03‐19 01‐03‐19



Std. Dev. = 1.1% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

1.93





Remarks : ‐

CV(min) = 98.0% CV(max) = 100.3% Mean = 99.2%




9.5% 19.5%



±2% of OMC


2.0% Dry of OMC



2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

RL: 16.8



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



01‐03‐19 01‐03‐19

S/048139

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/048140 S/048141


RL: 17.0 RL: 16.9 RL: 16.9 RL: 16.8


‐ ‐


S/048143

Date Tested : 01‐03‐19 01‐03‐19 01‐03‐19 01‐03‐19

Onsite



Std. Dev. = 1.4% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

1.94





Remarks : ‐

CV(min) = 97.8% CV(max) = 102.3% Mean = 100.1%




9.5% 15.5%



±2% of OMC


2.0% Dry of OMC



2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 15.6



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



04‐03‐19 04‐03‐19

S/048334

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/048335 S/048336


R.L: 16.4 R.L: 16.4 RL: 16.1 R.L: 15.8


‐ ‐


S/048338

Date Tested : 04‐03‐19 04‐03‐19 04‐03‐19 04‐03‐19

Onsite



Std. Dev. = 2.7% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 99.8% CV(max) = 103.7% Mean = 101.8%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.93 1.95 1.89 1.98

MDR Test Results

S/048443 S/048444 S/048445 S/048446


MDR Test Date : 22‐03‐19 22‐03‐19 22‐03‐19 22‐03‐19

MDR Sample Number :





Location 1 : E: 505220 E: 505213 E: 505202 E: 505203

Location 2 : N: 7042879 N: 7042895 N: 7042856 N: 7042894


Location 3 :

Time : 11:30 11:40 11:50 12:00



S/048444


Material Source :

S/048445 S/048446


R.L: 17.0 R.L: 16.7 R.L: 16.7 R.L: 16.9



Date Tested : 05‐03‐19 05‐03‐19 05‐03‐19 05‐03‐19



Std. Dev. = 2.4% n = 4 k = 0.828






Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/048497

Date Tested : 06‐03‐19 06‐03‐19 06‐03‐19 06‐03‐19

Onsite



Std. Dev. = 2.0% n = 6 k = 0.828

S/048494 S/048495


R.L: 16.4 R.L: 16.3 R.L: 16.2 R.L: 15.9


150 / 150



06‐03‐19 06‐03‐19

S/048493

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/048497S/048492 S/048493 S/048494 S/048495 S/048496


2.03

MDR Test Results

0.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 2.08 2.03 2.05 2.02 1.96



N/A


17.0% 16.0%



±2% of OMC


0.0% Dry of OMC






Remarks : ‐

CV(min) = 98.7% CV(max) = 102.0% Mean = 100.3%

APPROVED SIGNATORY



95%

2.04






APPROVED SIGNATORY







Remarks : ‐

CV(min) = 95.4% CV(max) = 102.1% Mean = 98.8%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.97 1.94 2.06 2.08

MDR Test Results

S/048555 S/048556 S/048557 S/048558


MDR Test Date : 22‐03‐19 22‐03‐19 22‐03‐19 22‐03‐19

MDR Sample Number :





Location 1 : E: 5052744 E: 505277 E: 505277 E: 505278

Location 2 : N: 7042887 N: 7042905 N: 7042936 N: 7042957


Location 3 :

Time : 02:00 02:10 02:20 02:30



S/048556


Material Source :

S/048557 S/048558


R.L: 15.8 R.L: 16.1 R.L: 16.3 R.L: 16.6



Date Tested : 06‐03‐19 06‐03‐19 06‐03‐19 06‐03‐19



Std. Dev. = 4.0% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 96.3% CV(max) = 98.9% Mean = 97.6%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.13 2.03 2.21 2.03

MDR Test Results

S/048777 S/048778 S/048779 S/048780


MDR Test Date : 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19

MDR Sample Number :





Location 1 : E: 505197 E: 505201 E: 505199 E: 505196

Location 2 : N: 7042847 N: 7042824 N: 7042819 N: 7042803


Location 3 :

Time : 09:00 09:10 09:20 09:30



S/048778


Material Source :

S/048779 S/048780


R.L: 16.5 R.L: 16.5 R.L: 16.2 R.L: 16.1



Date Tested : 09‐03‐19 09‐03‐19 09‐03‐19 09‐03‐19



Std. Dev. = 1.5% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.04





Remarks : ‐

CV(min) = 97.6% CV(max) = 100.9% Mean = 99.3%




14.0% 16.5%



±2% of OMC


3.0% Dry of OMC



3.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 16.8



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



08‐03‐19 08‐03‐19

S/048725

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/048726 S/048727


R.L: 16.6 R.L: 16.8 R.L: 16.9 R.L: 16.9


‐ ‐


S/048729

Date Tested : 08‐03‐19 08‐03‐19 08‐03‐19 08‐03‐19

Onsite



Std. Dev. = 2.0% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 97.8% CV(max) = 102.7% Mean = 100.3%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.00 2.07 2.03 1.93

MDR Test Results

S/047541 S/047542 S/047543 S/047544


MDR Test Date : 15‐03‐19 15‐03‐19 15‐03‐19 15‐03‐19

MDR Sample Number :





Location 1 : E: 505251 E: 505451 E: 505316 E: 504745

Location 2 : N: 7042899 N: 7042673 N: 7042561 N: 7042088


Location 3 :

Time : 10:00 10:20 10:30 10:40



S/047542


Material Source :

S/047543 S/047544


R.L: 15.3 R.L: 15.6 R.L: 15.8 R.L: 15.8



Date Tested : 25‐02‐19 25‐02‐19 25‐02‐19 25‐02‐19



Std. Dev. = 3.0% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 99.0% CV(max) = 100.5% Mean = 99.8%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.02 2.02 2.03 2.02

MDR Test Results

S/048498 S/048499 S/048500 S/048501


MDR Test Date : 22‐03‐19 22‐03‐19 22‐03‐19 22‐03‐19

MDR Sample Number :





Location 1 : E: 505263 E: 505269 E: 505266 E: 505264

Location 2 : N: 7042878 N: 7042900 N: 7042931 N: 7042959


Location 3 :

Time : 09:30 09:35 09:40 09:45



S/048499


Material Source :

S/048500 S/048501


R.L: 15.8 R.L: 16.1 R.L: 16.4 R.L: 16.4



Date Tested : 06‐03‐19 06‐03‐19 06‐03‐19 06‐03‐19



Std. Dev. = 1.0% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

1.93





Remarks : ‐

CV(min) = 97.8% CV(max) = 100.9% Mean = 99.3%




30.5% 15.0%



±2% of OMC


3.0% Dry of OMC



3.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 15.4



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



07‐03‐19 07‐03‐19

S/048599

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/048600 S/048601


R.L: 16.2 R.L: 16.0 R.L: 15.9 R.L: 15.6


‐ ‐


S/048603

Date Tested : 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19

Onsite



Std. Dev. = 1.9% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/048671

Date Tested : 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19

Onsite



Std. Dev. = 3.9% n = 6 k = 0.828

S/048668 S/048669


R.L: 15.8 R.L: 16.1 R.L:16.4 R.L: 16.5


150 / 150



07‐03‐19 07‐03‐19

S/048667

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐




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

‐



‐

No

S/048671S/048666 S/048667 S/048668 S/048669 S/048670


1.94

MDR Test Results

3.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


PCWD (t/m3) : 1.87 1.93 1.88 1.93 1.79



N/A


14.0% 18.5%



±2% of OMC


3.0% Dry of OMC






Remarks : ‐

CV(min) = 101.4% CV(max) = 107.8% Mean = 104.6%

APPROVED SIGNATORY



95%

1.94






APPROVED SIGNATORY



95%

2.06





Remarks : ‐

CV(min) = 97.9% CV(max) = 100.7% Mean = 99.3%




12.0% 13.5%



±2% of OMC


4.5% Dry of OMC



4.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 16.5



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



09‐03‐19 09‐03‐19

S/048772

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/048773 S/048774


R.L: 16.4 R.L: 16.3 R.L: 16.3 R.L: 16.4


‐ ‐


S/048776

Date Tested : 09‐03‐19 09‐03‐19 09‐03‐19 09‐03‐19

Onsite



Std. Dev. = 1.7% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 101.2% CV(max) = 101.8% Mean = 101.5%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.99 1.92 1.99 1.92

MDR Test Results

S/048367 S/048368 S/048369 S/048370


MDR Test Date : 20‐03‐19 20‐03‐19 21‐03‐19 21‐03‐19

MDR Sample Number :





Location 1 : E: 505287 E: 505284 E: 505286 E: 505279

Location 2 : N: 7042935 N: 7042924 N: 7042880 N: 7042856


Location 3 :

Time : 08:40 08:50 09:00 11:08



S/048368


Material Source :

S/048369 S/048370


R.L: 16.2 R.L: 16.0 R.L: 15.8 R.L: 15.3



Date Tested : 04‐03‐19 04‐03‐19 04‐03‐19 04‐03‐19



Std. Dev. = 0.4% n = 4 k = 0.828






Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

1.85





Remarks : ‐

CV(min) = 97.5% CV(max) = 101.9% Mean = 99.7%




22.5% 13.0%



±2% of OMC


0.5% Dry of OMC



0.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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


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

‐



‐

No

R.L: 16.8



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



05‐03‐19 05‐03‐19

S/048438

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/048439 S/048440


R.L: 16.9 R.L: 16.8 R.L: 16.5 R.L: 16.6


‐ ‐


S/048442

Date Tested : 05‐03‐19 05‐03‐19 05‐03‐19 05‐03‐19

Onsite



Std. Dev. = 2.7% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY







Remarks : ‐

CV(min) = 102.1% CV(max) = 104.1% Mean = 103.1%









ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 2.01 2.05 1.92 1.93

MDR Test Results

S/048604 S/048605 S/048606 S/048607


MDR Test Date : 25‐03‐19 25‐03‐19 25‐03‐19 25‐03‐19

MDR Sample Number :





Location 1 : E: 505317 E: 505320 E: 505326 E: 505326

Location 2 : N: 7042881 N: 7042896 N: 7042896 N: 7042930


Location 3 :

Time : 07:41 10:30 10:40 10:50



S/048605


Material Source :

S/048606 S/048607


R.L: 15.7 R.L: 15.8 R.L: 15.8 R.L: 16.3



Date Tested : 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19



Std. Dev. = 1.2% n = 4 k = 0.828






Location : Glenview

‐ ‐










Location : Glenview

‐ ‐


Date Tested : 07‐03‐19 07‐03‐19 07‐03‐19 07‐03‐19



Std. Dev. = 2.1% n = 4 k = 0.828

S/048674 S/048675


R.L: 16.4 R.L: 16.2 R.L: 15.9 R.L: 15.7




S/048673


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 3 :



MDR Test Date : 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19

MDR Sample Number :



S/048672 S/048673 S/048674 S/048675


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.84 1.88 1.85 1.94












Remarks : ‐

CV(min) = 101.7% CV(max) = 105.3% Mean = 103.5%

APPROVED SIGNATORY













Location : Glenview

‐ ‐


Date Tested : 08‐03‐19 08‐03‐19 08‐03‐19 08‐03‐19



Std. Dev. = 2.9% n = 4 k = 0.828

S/048732 S/048733


R.L: 16.8 R.L: 16.8 R.L: 16.7 R.L: 16.7




S/048731


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 3 :



MDR Test Date : 26‐03‐19 26‐03‐19 26‐03‐19 26‐03‐19

MDR Sample Number :



S/048730 S/048731 S/048732 S/048733


MDR Test Results

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

Soil Description :


PCWD (t/m3) : 1.81 1.81 1.80 1.80












Remarks : ‐

CV(min) = 105.1% CV(max) = 109.9% Mean = 107.5%

APPROVED SIGNATORY





Protest Engineering (Sunshine Coast) Accreditation Number ‐ 20499

Base Laboratory Site Number ‐ 24490 ‐ Sunshine Coast


APPROVED SIGNATORY



95%

2.06





Remarks : ‐

CV(min) = 96.6% CV(max) = 100.0% Mean = 98.3%




11.0% 12.0%



±2% of OMC


2.0% Dry of OMC



2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

7043049



‐

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


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


Material Source :

S/051716 S/051717


7042818 7042716 7043019 704885


‐ ‐


S/051719

Date Tested : 7/05/2019 7/05/2019 7/05/2019 7/05/2019

On site



Std. Dev. = 2.0% n = 6 k = 0.828

Base Laboratory Address ‐ 5/10 Claude Boyd Parade, BELLS CREEK, QLD, 4551

‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.11





Remarks : ‐

CV(min) = 96.6% CV(max) = 98.1% Mean = 97.3%




10.5% 11.0%



±2% of OMC


2.0% Dry of OMC



2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

7043055



‐

505031

7042783

Location 1 : ‐ ‐ ‐ ‐ ‐

Location 2 : 505116 505380 505100 504927 505149


Location 3 :

‐ ‐

Time : 09:20 09:30 09:40 09:50 10:00 10:10

S/051731

150 / 150



7/05/2019 7/05/2019

S/051721

On site

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/051722 S/051727


7042968 7043133 7042859 7042804


‐ ‐


S/051732

Date Tested : 7/05/2019 7/05/2019 7/05/2019 7/05/2019

On site



Std. Dev. = 0.9% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐





APPROVED SIGNATORY



95%

2.07





Remarks : ‐

CV(min) = 95.4% CV(max) = 97.9% Mean = 96.7%




11.5% 16.0%



±2% of OMC


0.5% Wet of OMC



‐0.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

7042749



‐

504868

7042682

Location 1 : ‐ ‐ ‐ ‐ ‐

Location 2 : 505156 505306 504848 505240 505022


Location 3 :

‐ ‐

Time : 11:30 11:40 11:50 12:00 12:30 12:40

S/051743

150 / 150



7/05/2019 7/05/2019

S/051740

On site

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/051741 S/051742


7042841 7042977 7042758 7042988


‐ ‐


S/051744

Date Tested : 7/05/2019 7/05/2019 7/05/2019 7/05/2019

On site



Std. Dev. = 1.5% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/051738

Date Tested : 7/05/2019 7/05/2019 7/05/2019 7/05/2019

On site



Std. Dev. = 1.3% n = 6 k = 0.828

S/051735 S/051736


7042893 7042788 7042831 7042873


150 / 150



7/05/2019 7/05/2019

S/051734

On site

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 3 : 7042970



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

‐



‐

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 :

‐ ‐


PCWD (t/m3) : 2.14 2.18 2.15 2.12 2.18



N/A


15.0% 15.5%


2.0% Dry of OMC At OMC 1.5% Dry of OMC 2.0% Dry of OMC

±2% of OMC


1.0% Dry of OMC






Remarks : ‐

CV(min) = 95.6% CV(max) = 97.7% Mean = 96.7%

APPROVED SIGNATORY



95%

2.07






APPROVED SIGNATORY



95%

2.11





Remarks : ‐

CV(min) = 96.0% CV(max) = 98.5% Mean = 97.3%




13.0% 12.5%



±2% of OMC


2.0% Dry of OMC



2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

7042908



‐

505185

7042922

Location 1 : ‐ ‐ ‐ ‐ ‐

Location 2 : 505017 505261 505046 504930 505234


Location 3 :

‐ ‐

Time : 12:50 13:00 13:10 13:20 13:30 13:40

S/051749

150 / 150



7/05/2019 7/05/2019

S/051746

On site

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/051747 S/051748


7042860 7042938 7042914 7042844


‐ ‐


S/051750

Date Tested : 7/05/2019 7/05/2019 7/05/2019 7/05/2019

On site



Std. Dev. = 1.5% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/051651

Date Tested : 6/05/2019 6/05/2019 6/05/2019 6/05/2019

On Site



Std. Dev. = 1.3% n = 6 k = 0.828

S/051648 S/051649


7043185 7042841 7043038 7042807


150 / 150



6/05/2019 6/05/2019

S/051647

On Site

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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




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

‐



‐

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 :

‐ ‐


PCWD (t/m3) : 2.14 2.11 2.12 2.14 2.11



N/A


12.5% 14.0%



±2% of OMC


2.0% Dry of OMC






Remarks : ‐

CV(min) = 97.0% CV(max) = 99.0% Mean = 98.0%

APPROVED SIGNATORY



95%

2.08






APPROVED SIGNATORY



95%

2.07





Remarks : ‐

CV(min) = 96.0% CV(max) = 99.4% Mean = 97.7%




13.0% 15.5%



±2% of OMC


1.5% Dry of OMC



1.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

7042923



‐

504976

7042741

Location 1 : ‐ ‐ ‐ ‐ ‐

Location 2 : 504830 505150 505149 50577 504941


Location 3 :

‐ ‐

Time : 09:10 09:20 09:30 09:40 09:50 10:00

S/051656

150 / 150



6/05/2019 6/05/2019

S/051653

On Site

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/051654 S/051655


7042633 7042637 7042979 7042926


‐ ‐


S/051657

Date Tested : 6/05/2019 6/05/2019 6/05/2019 6/05/2019

On Site



Std. Dev. = 2.1% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/051663

Date Tested : 6/05/2019 6/05/2019 6/05/2019 6/05/2019

On Site



Std. Dev. = 1.1% n = 6 k = 0.828

S/051660 S/051661


7042898 7042984 7042914 7042864


150 / 150



6/05/2019 6/05/2019

S/051659

On Site

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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





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

‐



‐

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 :

‐ ‐


PCWD (t/m3) : 2.18 2.15 2.13 2.15 2.13



N/A


14.5% 15.5%



±2% of OMC


1.5% Dry of OMC






Remarks : ‐

CV(min) = 95.9% CV(max) = 97.6% Mean = 96.8%

APPROVED SIGNATORY



95%

2.05






APPROVED SIGNATORY



95%

2.06





Remarks : ‐

CV(min) = 95.9% CV(max) = 97.5% Mean = 96.7%




11.0% 14.0%



±2% of OMC


2.0% Dry of OMC



2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

7042964



‐

504851

7042959

Location 1 : ‐ ‐ ‐ ‐ ‐

Location 2 : 505343 505037 504921 505261 505358


Location 3 :

‐ ‐

Time : 11:20 11:30 11:40 11:50 12:00 12:30

S/051668

150 / 150



6/05/2019 6/05/2019

S/051665

On Site

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/051666 S/051667


7043023 7042969 7042867 7043013


‐ ‐


S/051669

Date Tested : 6/05/2019 6/05/2019 6/05/2019 6/05/2019

On Site



Std. Dev. = 1.0% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/051675

Date Tested : 6/05/2019 6/05/2019 6/05/2019 6/05/2019

On Site



Std. Dev. = 1.5% n = 6 k = 0.828

S/051672 S/051673


7043104 7042931 7042942 7042710


150 / 150



6/05/2019 6/05/2019

S/051671

On Site

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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





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

‐



‐

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 :

‐ ‐


PCWD (t/m3) : 2.14 2.16 2.14 2.15 2.13



N/A


16.0% 13.5%



±2% of OMC


2.0% Dry of OMC






Remarks : ‐

CV(min) = 96.0% CV(max) = 98.5% Mean = 97.3%

APPROVED SIGNATORY



95%

2.07






APPROVED SIGNATORY



95%

2.08





Remarks : ‐

CV(min) = 96.6% CV(max) = 100.1% Mean = 98.3%




15.0% 11.0%


2.0% Dry of OMC At OMC 1.5% Dry of OMC 1.5% Dry of OMC

±2% of OMC


2.0% Dry of OMC



2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

Finish Level



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



16/05/2019 16/05/2019

S/051786

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/051787 S/051788


Finish Level Finish Level Finish Level Finish Level


‐ ‐


S/051790

Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019

Onsite



Std. Dev. = 2.1% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/051796

Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019

Onsite



Std. Dev. = 1.2% n = 6 k = 0.828

S/051793 S/051794




150 / 150



16/05/2019 16/05/2019

S/051792

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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



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

‐



‐

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 :

‐ ‐


PCWD (t/m3) : 2.17 2.15 2.12 2.17 2.16



N/A


13.0% 14.0%



±2% of OMC


2.0% Dry of OMC






Remarks : ‐

CV(min) = 96.9% CV(max) = 98.9% Mean = 97.9%

APPROVED SIGNATORY



95%

2.08






APPROVED SIGNATORY



95%

2.07





Remarks : ‐

CV(min) = 95.3% CV(max) = 97.9% Mean = 96.6%




13.5% 10.5%



±2% of OMC


2.0% Dry of OMC



2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

Finish Level



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



16/05/2019 16/05/2019

S/051798

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/051799 S/051800




‐ ‐


S/051802

Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019

Onsite



Std. Dev. = 1.6% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/051808

Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019

Onsite



Std. Dev. = 1.2% n = 6 k = 0.828

S/051805 S/051806




150 / 150



16/05/2019 16/05/2019

S/051804

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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



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

‐



‐

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 :

‐ ‐


PCWD (t/m3) : 2.12 2.15 2.17 2.15 2.17



N/A


12.0% 15.0%



±2% of OMC


At OMC






Remarks : ‐

CV(min) = 96.2% CV(max) = 98.3% Mean = 97.3%

APPROVED SIGNATORY



95%

2.11






APPROVED SIGNATORY



95%

2.11





Remarks : ‐

CV(min) = 97.5% CV(max) = 100.0% Mean = 98.8%




11.5% 16.0%



±2% of OMC


0.5% Wet of OMC



‐0.5%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

‐



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



16/05/2019 16/05/2019

S/051810

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/051811 S/051812


Finish Level Finish Level ‐ ‐


‐ ‐


S/051814

Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019

Onsite



Std. Dev. = 1.5% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐





Location : Glenview

‐ ‐

‐


Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019



Std. Dev. = 1.6% n = 5 k = 0.828

S/051817 S/051818


‐ ‐ ‐ ‐




16/05/2019

S/051816

Onsite

AS1289.1.2.1 ‐ cl6.4


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 : ‐



MDR Test Date : 13/05/2019 13/05/2019 13/05/2019 13/05/2019 13/05/2019

MDR Sample Number :



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 :

‐


PCWD (t/m3) : 2.13 2.18 2.14 2.14 2.16




11.0%









Remarks : ‐

CV(min) = 96.1% CV(max) = 98.7% Mean = 97.4%

APPROVED SIGNATORY









‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/051757

Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019

Onsite



Std. Dev. = 0.8% n = 6 k = 0.828

S/051754 S/051755


0.1m Below Finish

Level

0.1m Below Finish

Level

0.1m Below Finish

Level

0.1m Below Finish

Level


150 / 150



16/05/2019 16/05/2019

S/051753

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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



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

‐



‐

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 :

‐ ‐


PCWD (t/m3) : 2.15 2.16 2.16 2.15 2.14



N/A


12.0% 16.0%



±2% of OMC


0.5% Dry of OMC






Remarks : ‐

CV(min) = 97.1% CV(max) = 98.4% Mean = 97.8%

APPROVED SIGNATORY



95%

2.13






APPROVED SIGNATORY



95%

2.10





Remarks : ‐

CV(min) = 96.2% CV(max) = 99.3% Mean = 97.8%




15.0% 16.0%



±2% of OMC


0.0% Dry of OMC



0.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

0.1m Below Finish

Level



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



16/05/2019 16/05/2019

S/051759

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/051760 S/051761


0.1m Below Finish

Level

0.1m Below Finish

Level

0.1m Below Finish

Level

0.1m Below Finish

Level


‐ ‐


S/051763

Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019

Onsite



Std. Dev. = 1.9% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/051769

Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019

Onsite



Std. Dev. = 1.5% n = 6 k = 0.828

S/051766 S/051767


0.1m Below Finish

Level

0.1m Below Finish

Level

0.1m Below Finish

Level

0.1m Below Finish

Level


150 / 150



16/05/2019 16/05/2019

S/051765

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐


Level



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

‐



‐

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 :

‐ ‐


PCWD (t/m3) : 2.17 2.12 2.13 2.13 2.13



N/A


11.0% 12.0%



±2% of OMC


2.0% Dry of OMC






Remarks : ‐

CV(min) = 97.2% CV(max) = 99.6% Mean = 98.4%

APPROVED SIGNATORY



95%

2.09






APPROVED SIGNATORY



95%

2.10





Remarks : ‐

CV(min) = 96.6% CV(max) = 98.4% Mean = 97.5%




11.5% 12.0%



±2% of OMC


2.0% Dry of OMC



2.0%

ADJ PCWD (t/m3) : ‐ ‐ ‐ ‐

‐

Soil Description :

‐ ‐


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

‐



‐

No

0.1m Below Finish

Level



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



16/05/2019 16/05/2019

S/051771

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


Material Source :

S/051772 S/051773


0.1m Below Finish

Level

0.1m Below Finish

Level

0.1m Below Finish

Level

0.1m Below Finish

Level


‐ ‐


S/051775

Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019

Onsite



Std. Dev. = 1.1% n = 6 k = 0.828


‐ ‐





Location : Glenview

‐ ‐






‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/051781

Date Tested : 16/05/2019 16/05/2019 16/05/2019 16/05/2019

Onsite



Std. Dev. = 1.7% n = 6 k = 0.828

S/051778 S/051779


0.1m Below Finish

Level

0.1m Below Finish

Level

0.1m Below Finish

Level

0.1m Below Finish

Level


150 / 150



16/05/2019 16/05/2019

S/051777

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 : ‐ ‐ ‐ ‐ ‐ ‐


Level



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

‐



‐

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 :

‐ ‐


PCWD (t/m3) : 2.10 2.09 2.16 2.16 2.16



N/A


14.0% 11.5%



±2% of OMC


2.0% Dry of OMC






Remarks : ‐

CV(min) = 96.6% CV(max) = 99.4% Mean = 98.0%

APPROVED SIGNATORY



95%

2.15







‐ ‐





Location : Glenview

‐ ‐

‐ ‐


S/059138

Date Tested : 10/10/2019 10/10/2019 10/10/2019 10/10/2019

Onsite



Std. Dev. = 1.8% n = 6 k = 0.828

S/059135 S/059136


N: 7042836 N: 7042833 N: 7042847 N: 7042886


150 / 150



10/10/2019 10/10/2019

S/059134

Onsite

AS1289.1.2.1 ‐ cl6.4 AS1289.1.2.1 ‐ cl6.4


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 3 : N: 7042912



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

‐



‐

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


ADJ OMC : ‐ ‐ ‐ ‐ ‐

19.0% 18.5%



±2% of OMC


2.0% Dry of OMC

Moisture Ratio : 95.5% 90.5% 94.0% 92.5% 89.5% 90.0%





Remarks : ‐

CV(min) = 97.0% CV(max) = 100.0% Mean = 98.5%

APPROVED SIGNATORY



95%

1.71



Protest Engineering

ABN: 26 602 913 673



21.0%

MDR Test Results

S/059138










Location : Glenview

‐ ‐


Date Tested : 10/10/2019 10/10/2019 10/10/2019 10/10/2019



Std. Dev. = 1.1% n = 4 k = 0.828

S/059141 S/059142


N: 7042910 N: 7042897 N: 7042912 N: 7042931




S/059140


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 3 :



MDR Test Date : 11/10/2019 11/10/2019 11/10/2019 11/10/2019

MDR Sample Number :



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


ADJ OMC : ‐ ‐ ‐ ‐




Moisture Ratio : 87.5% 89.0% 88.5% 95.0%





Remarks : ‐

CV(min) = 97.1% CV(max) = 98.9% Mean = 98.0%

APPROVED SIGNATORY





Protest Engineering

ABN: 26 602 913 673



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


CLIENT:


DATE: 16 MAY 2019


REVISION: 1



Legend N

ptp 001303 - 0005 - level one summary report phase 3 · 2020. 8. 11. · std. dev. = 1.7% n = 10 k...

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