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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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=4>3<2ÿ34 68                                                                                                                                        bQ0+R^ÿ2%*/%2,$cQS$%NW%QN0)
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 .$*3ÿ])Q/$2                                             
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 .+Q$ÿ.$*3$A                                            ff
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 bR$V03+%,ÿOQP                                      DN;QÿZ8
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 .C+WU,$**ÿ%&ÿ805$2ÿOQQP                                 
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 .$*3ÿ9$@3CÿOQQP                                       ;
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 \V$2*+i$ÿOT$3ÿ/0*+*PÿY                                 ff
 \V$2*+i$ÿOA25ÿ/0*+*PÿY                                 ff
 1)2+,Sÿ(%)2*                                            N
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 Z+$RAÿ̀ $3ÿ9$,*+35ÿ3Q                                NH
 Z+$RAÿ6%+*3)2$ÿ1%,3$,3ÿY                              N:
 Z+$RAÿ925ÿ9$,*+35ÿ3Q                                 N;
 60j+Q)Qÿ925ÿ9$,*+35ÿ3Q                              N;
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 O\61P                                                  ff
 6%+*3)2$ÿl02+03+%,ÿY                                    N
 6%+*3)2$ÿa03+%ÿY                                      ;N;
 9$,*+35ÿa03+%ÿY                                       mnon
 1%Q@0W3+%,ÿ6$3C%A                                  I21"14
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                                                                     Š|uz€~uÿ‚|€~|ÿx}€ˆÿ~xÿ~s|ÿt~|{uÿ~|u~|w‹u{ƒ€|w‰                                                          ?0S$ÿÿ%&


[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
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Appendix C - Earthworks Compaction Report.pdf · 231 KB (small file)

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993ÿ34                                                                                                                                                   6%22+*%,ÿ#$%3$WC,+Wÿ?35ÿ83A
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=4>3<2ÿ34 68                                                                                                                                        bQ0+R^ÿ2%*/%2,$cQS$%NW%QN0)
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 .+Q$ÿ.$*3$A                                           ;^
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 .C+WU,$**ÿ%&ÿ805$2ÿOQQP                                  
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 .$*3ÿ9$@3CÿOQQP                                        ;
 Z20W3+%,ÿ.$*3$AÿOQQP                                   MN
 \V$2*+h$ÿOT$3ÿ/0*+*PÿY                                  ii
 \V$2*+h$ÿOA25ÿ/0*+*PÿY                                  ii
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 Z+$RAÿ6%+*3)2$ÿ1%,3$,3ÿY                               N;
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 60j+Q)Qÿ925ÿ9$,*+35ÿ3Q                               N-M
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 6%+*3)2$ÿa03+%ÿY                                       HN;
 9$,*+35ÿa03+%ÿY                                        mno
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[OCR of page images]
 

 

Material Test Report MA WorRRISON
GEOTECHNIC

  

 

Report Number: ML21/188-2 .
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: 4274 NATA Aelia.
Date Sampled: 05/08/2021 .
Dates Tested: 05/08/2021 - 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 M21-4274A
Test Number 2
Date Tested 05/08/2021
Time Tested 15:00
Test Request #/Location Shed Pad
Elevation (m) -0.25m 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® 1.86
Field Moisture Content % 12.5
Field Dry Density t/m® 1.66
Maximum Dry Density tim? 1.69
Adjusted Maximum Dry Density tim? “
Optimum Moisture Content (OMC) % 14.5
Adjusted Optimum Moisture Content ™
(OMC) %

Moisture Variation % 2.0
Moisture Ratio % 87.5
Density Ratio % 98.0
Compaction Method Standard

 

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

Report Number: ML21/188-2 Tis document shal nt be reproduced oxcptin i witht approval of to laboratory Page 1 of 1

Page 3

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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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