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MCU14/0106 Appendix E - Engineering Report
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Shrink Swell Report
Client: Golder Associates Pty Ltd Report Number : G4004 - 52
Job Number: ©4004 Report Date : 09/08/2004
Project : Laboratory Testing Order Number :
Location : Project No:04682104,Commercial Dev.Eenie Creek Rd. Test Method : AS1289.7.1.1
_ |Lab No: 56898 Sample ID Sample Location
{Date Sampled: 22/07/2004 SANS
Date Tested: 23/07/2004 Pepin og -oum
Sampled By: ° Client
Sample Method:
Materia! Source: Site
For Use As: Lot Number:
Remarks: ttem Number:
Page 1 of 1
Shrinkage Moisture Content (%) 24-6 Swell MC Betore(%) 25-4 swellmc Atier(%) 22-2
Shrinkage (%) A6 Swell (%) + 1.4
Unit Weight (tim*) 2.03 PP (kPa) Before PP (kPa) After
Shrink-Swell Index (Iss %) 2.9
Visual Classification Sandy Clay(CH)-high plasticity,pale grey/yellow brown,fine to medium sand
leet Matestat Pattenata vor. O
Cracking No Cracking
Crumbling No Crumbling
Ta
This Laboratory is accredited by the National
Association of Testing Authorities, Australia. The
test(s) reported herein have been performed in
accordance with its terms of accreditation. This
APPROVED SIGNATORY
Mel Burnett
Form Number:
REP SHSW-1
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