Appendix C - Earthworks Compaction Report

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[OCR of page images]
 

 

Material Test Report MA WorRRISON
GEOTECHNIC

  

 

Report Number: ML21/188-1 .
Issue Number: 1 Brisbane | Gold Coast | Sunshine Coast
Morrison Geotechnic Pty Ltd

Date Issued: 30/08/2021 ABN: 51 009 878 899
Client: Geoff Hussin Maroochydore Laboratory

36 Tunba Court, Cooroy Mountian QLD 4563 Unit 4 / 81 Wises Road Maroochydore QLD 4558
Contact: Geoff Hussin Phone: (07) 5443 9522
Project Number: ML21/188 Email: [email protected]
Project Name: Proposed Shed Pad - Tunba Court Accredited for compliance with ISO/IEC 17025 - Testing
Project Location: 36 Tunba Court, Cooroy Mountain
Work Request: 4273 NATA Aelia.
Date Sampled: 04/08/2021 .
Dates Tested: 04/08/2021 - 20/08/2021 Approved Signatory: Ryan Osborne
Sampling Method: AS 1289.1.2.1 6.4 (b) - Sampling from layers in earthworks or AccREDITATION Senior Technician

pavement - compacted NATA Accredited Laboratory Number: 1169
Specification: 95% STD
Site Selection: Selected by GTA
Location: Fill
Material: Sandy Clay. Brown
Material Source: Onsite

1289 5.1.1 & 5.4.1 & 5.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Sample Number M21-4273A
Test Number 1
Date Tested 04/08/2021
Time Tested ™
Test Request #/Location Shed Pad
Elevation (m) -0.5m F/L
Layer / Reduced Level Fill
Thickness of Layer (mm) 200
Soil Description Sandy Clay. Brown
Test Depth (mm) 150
Fraction Tested (mm) 19.0
Oversize (wet basis) % ™
Oversize (dry basis) % *
Curing Hours 2.0
Method used to Determine Plasticity *
Field Wet Density t/m® 1.70
Field Moisture Content % 12.4
Field Dry Density t/m® 1.51
Maximum Dry Density tim? 1.58
Adjusted Maximum Dry Density tim? “
Optimum Moisture Content (OMC) % 14.5
Adjusted Optimum Moisture Content ™
(OMC) %

Moisture Variation % 2.0
Moisture Ratio % 85.5
Density Ratio % 95.5
Compaction Method Standard

 

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

Report Number: ML21/188-1 Tis document shal nt be reproduced oxcptin i witht approval of to laboratory Page 1 of 1