000A88A4.14C.tif · 132003.221037

Coffey Gooschlences Pty tel an osssessis

 

Geotechnical | Aesaurpes | Erwionmental i Teahmicai | Project Management

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Client: Cardno MBK Qid P/L Report Number: ©03-136 p3/14
Job Number: B17675/4 Report Date: 14/08/2003
Project : Neosa North Shore Retreat zder Number :
Location : Noosa North Shore, Test Method : AS1289.7.1.1
Lab No: CB031691 Sample ID Sample Location
Date Sampled: 24/07/2003
Date Tested: 30/07/2003 BH4
Sampled By: Coffey 4.0-4.3m
Sample Method: AS1289.1.2.1 6.5.3
Material Source: = Insitu
For Use As: . Lot Number:
®  [Remarks: PP after test 320 kPa Item Number:
2
Shrinkage Mosiiure Content (%) 13.1 Swell MC Before(%) 14.2 Swell MC After(%) 16.0
Linear Shrinkage (%) 0.0 Swell (%) 0.0
Unit Weight (¢m?) 2.19 : PP (kPa) 320
Shrink-Swell Index (Iss %) 0.5
Visual Classification {CL} Sandy Silty CLAY ~ low plast, red/brown mottle, fine to coarse sand, moist, very stiff.
ie “inert Material Estimate (9%):
* Ieracking Minor Diametral
Crumbling Nit

 

 

 

 

 

 

 

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