000A88A4.147.tif · 132003.221037

coffe, Geosciences Pty Ltd anossasas :
Geviechnicad | Reamurces i Environmental 1 Teemnioal | Project Management

 

S38 Foirown Street
Noman
_ SID Aili
Phone (O7} 22744411
Facsimile (C7) 32753619
Emoii brisbone@coffey cornm.au

 

 

 

 

 

 

 

 

 

 

 

 

 

Client: Cardne MBK Qid P/L Report Number: §03-136 p1/11

Job Number: 617675/4 Report Date: 14/08/2003

Project : Noosa North Shore Retreat Order Number :

Location: Noosa North Shore, Test Method: .AS1289.7.1.1

Lab No: CBG31687 Sample ID Sample Location

Date Sampied: 2410712003

Date Tested: 30/07/2003 BH2

Sampled By: Coffey 10-445

Sample Method: AS1289.1.2.1 6.5.3

Material Source: Insitu /

For Use As: - Lot Number:

Remarks: PP after test 300 kPa Htem Number:
g Shrinkage Mositure Content (%} 13.0 Swell MC Before(%} 12.8 Swell MC Aiter(%) 16.6
4 Linear Shrinkage (%) 0.2 Swell (%) 0.0

Unit Weight m') 2.40 ___|PP (kPa) 300

Shrink-Swell Index (Iss %) 6.4

 

Visual Classification (CL) Sandy CLAY - low plasticity, yellow/brown, fine ic coarse sand, moist, very stiff

 

“Inert Material Estimate (%): 8
Cracking Nil
Crumbiing Nil

 

 

 

 

 

 

 

FE

This Laboratory is accredited by the National /

Association of Testing Authorities, Australia. The
test(s) reported herein have been performed in a REP SHSW-1
: accordance with its terms of accreditstion, This 0 ROSSING FON

4 document shall not be reproduced except in full. Nata Accred.Ng 434

APP) — Form Number: