Appendix E - Geotechnical site classification report · MCU25/0022

ABN 21 613397934 CQA Laboratory P.O. Box 1225, Nambour QlId 4560

   

6 Mill Lane Nambour
Civil Quality Assurance Pty itd T/A For all Geotechnical Engineering and Civil Testing
Ph 0429674334 Servicing South East Queensland

Tests and sampling results relate only to the items tested or sampled. results applies to the sample received/( abnormalities may contribute to the report being
compromised) Reports shall not be reproduced except in full

 

 

 

 

 

 

Test Report
CQA Laboratory Accredited for compliance with ISO/IEC 17025 - testing
Project:- 193 Sankeys Rd Requested By: L. Robins
Federal Date Tested: 30-6-23
Client: Lachlan Robins Report No.: A191
Laboratory Test Procedure: AS1289 3.6.1 soil classification tests-determination of the particle size distribution of a soil-standard method of

analysis by sieving, AS1289 3.9.2 Soil classification tests- determination of the cone liquid limit of soil-one point
method, AS1289 3.4.1 Soil classification tests-determination of the linear shrinkage of a soil-standard method.

 

Sample Method: AS1289.1.2.1 (6) hand augured bore hole sample method
Date Sampled: 30-6-23

Sample/ Material Description: BH2 200-500

Material Source: see attached Bore hole

Nominal Size(mm): <0.425mm

Liquid Limit (%): 38.5

Linear Shrinkage (%): 14.5

Percentage of material retained on
0.425mm sieve (%): 34.5

Tests and sampling results relate only to the items tested or sampled. results applies to the sample received/( abnormalities may contribute to the report being
compromised) Reports shall not be reproduced except in full

NATA Accredited facility No.: 20084 —_

COA Laboratory Signatory, C_./ Ca

ABN 21 613397934
6 Mill Lane Nambour C. Templeton
Form R1 July 2021 Date Reported: 10-7-23

8894-193 Sankeys Rd-FEDERAL Page 11 of 15 19/07/2023