Appendix E - Geotechnical site classification report · MCU25/0022

ABN 21 613397934 CQA Laboratory P.O. Box 1225, Nambour Qld 4560
6 Mill Lane Nambour

 

Civil Quality Assurance Pty Ltd T/A For all Geotechnical Engineering and Civil Testing
Ph 0429674334 Servicing Queensland

Test Report
CQA Laboratory Accredited for compliance with ISO/IEC 17025 - testin:
Dynamic Cone Penetrometer AS1289 6.3.2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Project:- 193 Sankeys Rd Requested By:L. Robins
Federal Date Tested: 30-6-23
Client: Lachlan Robins Report No.: A191
Laboratory Test Procedure: AS1289 6.3.2
Reduced ground level at test site(mm): 00
Moisture Condition: moist
Sample/ Material Description: See attached
Water Table(mm): na
Depth below surface at commencement of Penetration(mm): 0.0
Depth Location of test
(mm) Blows/100mm
Location | Pl at Approx. P2 at Approx. Approx. Approx. Approx.
KPA KPA KPA KPA KPA
BH2 equivalent BH3 equivalent equivalent equivalent equivalent
00 00 00
100 3 75 3 75
200 3 75 3 75
300 4 100 3 75
400 5 125 4 100
500 8 200 6 150
600 12 300 10 250
700 12 300 10 250
800 12 300 12 300
900 a =
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000

 

 

 

 

 

 

 

 

 

 

 

 

 

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. KPa have been developed in

=
CQA Laboratory ABN 21 613397934 Approved Person: Cof

6 Mill Lane Nambour C. Templeton

Form R5 July 2021 Date Reported: 10-7-23

8894-193 Sankeys Rd-FEDERAL Page 10 of 15 19/07/2023