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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 - 53 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: 56919 Sample ID Sample Location bate Sampled: 22/07/2004 GA? Date Tested: 26/07/2004 Depmmoe oem Sampled By: Client Sample Method: Material Source: Site For Use As: Lot Number: Remarks: ltern Number: Page 1 of 1 Shrinkage Moisture Content (%) 17-6 Swell MC Before(%) 23-8 swetcatter%) _ 31-0 Shrinkage (%) 2.8 Swell (%) + 6.4 Unit Weight (t/m*) 1.94 PP (kPa) Before PP (kPa) After Shrink-Swell Index (Iss %) 3.3 Visual Classification Sandy Clay(CH)-high plasticity,grey/yellow brown,fine to medium sand *>|inert Material Estimate (%): 0 Cracking No Cracking Crumbling No Crumbling APPROVED SIGNATORY Form Number: N This Laboratory is accredited by the National A Association of Testing Authorities, Australia. The Ta test(s) reported herein have been performed in accordance with its terms of accreditation. This Mel Burnett REP SHSW-1
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