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Appendix C - Earthworks Compaction Report

Attached to the e-mail Operational Works Application - DA Form 1 - Town Planning Report - Global Stability Assessment Report - Earthworks Compaction Report - Erosion and Sediment Control Plan - 36 Tunba Court Cooroy Mountain.

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[OCR of page images]
 

Material Test Report

Report Number:
Issue Number:
Date Issued:
Client:

Contact:

Project Number:
Project Name:
Project Location:
Work Request:
Date Sampled:
Dates Tested:
Sampling Method:

Specification:
Site Selection:
Location:
Material:
Material Source:

MA WorRRISON
GEOTECHNIC

  

ML21/188-3 .
Brisbane | Gold Coast | Sunshine Coast
1 Morrison Geotechnic Pty Ltd
30/08/2021 ABN: 51 009 878 899
Geoff Hussin Maroochydore Laboratory
36 Tunba Court, Cooroy Mountian QLD 4563 Unit 4 / 81 Wises Road Maroochydore QLD 4558
Geoff Hussin Phone: (07) 5443 9522
ML21/188 Email: [email protected]

 

Proposed Shed Pad - Tunba Court Accredited for compliance with ISO/IEC 17025 - Testing

36 Tunba Court, Cooroy Mountain
190 Nata lone
19/08/2021 .

19/08/2021 - 20/08/2021
WORLD RECOGNISED

AS 1289.1.2.1 6.4 (b) - Sampling from layers in earthworks or ACCREDITATION
pavement - compacted

95% STD
Selected by GTA
Fill

Sandy Clay. Brown
Onsite

Approved Signatory: Ryan Osborne
Senior Technician
NATA Accredited Laboratory Number: 1169

1289 5.1.1 & 5.4.1 & 5.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Sample Number M21-4275A M21-4275B
Test Number 3 4
Date Tested 19/08/2021 19/08/2021
Time Tested 15:00 15:05
Test Request #/Location Shed Pad Shed Pad
Elevation (m) FIL FIL
Layer / Reduced Level Fill Fill
Thickness of Layer (mm) 200 200
Soil Description Sandy Clay. Brown Sandy Clay. Brown
Test Depth (mm) 150 150
Fraction Tested (mm) 19.0 19.0
Oversize (wet basis) % ™ *
Oversize (dry basis) % * *
Curing Hours 2.0 2.0
Method used to Determine Plasticity * *
Field Wet Density t/m® 1.99 1.98
Field Moisture Content % 14.3 14.1
Field Dry Density tim? 1.74 1.74
Maximum Dry Density tim? 1.75 1.76
Adjusted Maximum Dry Density tim? “ *
Optimum Moisture Content (OMC) % 16.5 16.5
Adjusted Optimum Moisture Content ”* ”
(OMC) %

Moisture Variation % 2.0 2.0
Moisture Ratio % 87.0 86.5
Density Ratio % 99.5 98.5
Compaction Method Standard Standard

 

 

 

Moisture Variation Note:
Positive values = test is dry of OMC
Negative values = test is wet of OMC.

Report Number: ML21/188-3

This document shall not
Re

3 be reproduced except in full without approval ofthe laboratory.

‘sults relate only to the ftom testod/sampled.

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