20220109 - Geotech · OPW23/0182

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[OCR of page images]
 

Material Test Report

MA WorRRISON
GEOTECHNIC

  

Report Number: ML21/160-1 .
Issue Number: 1 Brisbane | Gold Coast | Sunshine Coast
. Morrison Geotechnic Pty Ltd
Date Issued: 12/07/2021 ABN: 51 009 878 899
Client: TECTONIC GEOTECHNICAL PTY LTD Maroochydore Laboratory
PO BOX 899, BUDERIM QLD Unit 4 / 81 Wises Road Maroochydore QLD 4558
Contact: Michael Cocks Phone: (07) 5443 9522

Project Number:
Project Name:

ML21/160
Geotechnical Investigation - 21 Maher Tce

Email: [email protected]

 

Accredited for compliance with ISO/IEC 17025 - Testing

Project Location: 21 Maher Terrace, Sunshine Beach Quo

Client Reference: 21236 NATA J

Work Request: 3917 \

Sample Number: M21-3917A Approved Signatory: Gina Flett
Date Sampled: 22/06/2021 ACCREDITATION Lab Manager

Dates Tested:
Sampling Method:

Site Selection:
Sample Location:

02/07/2021 - 06/07/2021

Sampled by Client

The results apply to the sample as received
Selected by Client

BH2, Depth: 1.2 - 1.5m

 

 

 

NATA Accredited Laboratory Number: 1169

Particle Size Distribution

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TT
Sieve Passed % |Passing Retained % |Retained | Sand Gravel, Cobbles
Limits Limits ieved 4 2 ee
6.7 mm 100 0 10d mm Ses 3 8 48

4.75 mm 100 0
2.36 mm 100 0 99) A
1.18 mm 99 0 804
0.6 mm 99 1 2
0.425 mm 98 1 gry
0.3 mm 96 2 2 60}
0.15 mm 85 “1 8 aa
0.075 mm 68 16 é

40}
Sample Hi Oven Dried 30}
Pre| ion Method Dry Sieve 201
Passing 0.425 (% 98
Liquid Limit (% 47 10)
Plastic Limit (% 25
Plasticity Index 041 02 41 2348 10 2030 100 20
Weighted Pla Index (% Particle Size (mm)
Linear Shrinkage (AS1289 3.4.1) Min Max
Moisture Condition Determined By | AS 1289.3.1.1/ AS

1289.3.1.2/ AS
1289.3.9.1/ AS
1289.3.9.2

Linear Shrinkage (%) 75
Cracking Crumbling Curling None

 

 

 

 

Report Number: ML21/160-1

This document shall not be reproduced except in full without approval of the laboratory.
Results relate only to the ems tested/ sampled.

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