000A88A4.14A.tif · 132003.221037

Cofiey Gecseclonces Pty Lied anos ascs

Gevtectiical | Reaaurpes § Environmental  Teenaloa! | Project Management

 

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Noman
=. ae) 4111
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. [Client : Cardno MBK Qid PR Report Number: £03-136 p2/44

Job Number: B17675/4 Report Date: 14/08/2003

e Project : Noosa North Shore Retreat Order Number :

“ Location : Noosa North Shore, Test Method:  AS1289.7.1.1
Lab No: CB03i69G Sample ID Sample Location
‘Date Sampled: 24/97/2003
Date Tested: 30/07/2003 BHS
Sampled By: Coffey 10° 1.45m
Sample Method: AS1288.1.2.1 6.5.3
Material Source: = Insitu
For Use As: Lot Number:
Remarks: PP after test 440 kPa “ ~_|Item Number:
Shrinkage Mositure Content (%} 13.4 Swell MC Before(%) 13.7 Swell MC After) 15.3
Linear Shrinkage (%) 0.2 Swell (%) 0.0
Unit Weight (t/m’) 2.07 : PP (kPa) 420

Shrink-Swell Index (Iss %)} ° . 6.1 ,

 

Visual Classification (SC) Clayey SAND/Sandy CLAY - iow plasticity, yellow/brown, moist & hard.
‘Inert Material Estimate (%):

Cracking Nil

= {Crumbling , Nil

 

 

 

 

 

 

 

 

 

 

APPR i we Form Number:
This Laboratory is accredited by the National
Association of Testing Authorities, Australia The
test{s) reported herein have been performed in b REP SHSW-1
accordance with its terms of accreditation. this b eisers
4] document shall not be reproduced except ir ‘ull. Nea Accred. No: 431