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Geotechnical Report
Attached to the e-mail MCU16/0081 Geotechnical report, Landscape Plan, SMP, Traffic report - Email 3 of 3.
Shrink Swell Index Report
Client: Core Consulants Pty Ltd Report Number: G16003 - 62/1
Client Address: 55 Kingsford Smith Parade Maroochydore QLD 4558 Page 1 of 1
Job Number: G16003 Report Date: 5/04/2016
Project: Laboratory Testing Samples Supplied Order Number:
Location Job No:J000206 , Aged Care Facility,Walter Hay Drive Test Method : AS1289.7.1.1
Lab No: 105022 Sample Location
Date Sampled: 22/03/2016 Test Pit 3
Date Tested: 30/03/2016 Depth 0.6 - 0.85m
Sampled By: Client Supplied 29/03/16
Sample Method: N/A
Material Source: Site
For Use As: - Lot Number: -
Remarks: - Item Number : -
Page 1 of 1
Shrinkage Moisture Content (%) : 28.6 Swell MC Before(%): 28.6
Shrinkage (%) : 5.0 Swell MC After(%) : 31.3
Unit Weight (t/m³) : 1.93 PP Before (kPa):
Swell (%) : 3.6 PP After (kPa):
Shrink Swell Index (Iss %): 3.8
Visual Classification : Clay(CH)-high plasticity,grey mottled red/yellow,fine grained sand
Inert Material Estimate(%): 0
Cracking : Minor Cracking
Crumbling : No Crumbling
APPROVED SIGNATORY FORM NUMBER
Accredited for compliance with ISO/IEC 17025
REP ASS-1-4
Mel Burnett
NATA Accred No:1551
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