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Attachment 4 - Geotech Report · MCU23/0030
Construction Sciences Pty Ltd Laboratory: Sunshine Coast Laboratory
ABN: 74 128 806 735 Phone: 07 5452 0100
Fax: 07 5452 0133
Address: Email: [email protected]
32 Hi-Tech Drive,
Kunda Park QLD 4556
QUALITY OF MATERIALS REPORT
Client: Tectonic Geotechnical Pty Ltd Report Number: 3740/R/58132-1
Client Address: 924 David Low Way, Marcoola Project Number: 3740/P/2437
Project: 50 Noosa Parade, Noosa Heads Lot Number:
Location: Various Internal Test Request: 3740/T/44261
Supplied To: Tectonic Geotechnical Pty Ltd Client Reference/s: O/N 22500
Area Description: Report Date / Page: 1/02/2023 Page 1 of 1
Test Procedures AS1289.3.6.1, AS1289.3.1.2, AS1289.3.2.1, AS1289.3.4.1, AS 1289.3.3.1
Sample Number 3740/S/234949 Borehole name BH 2
Sampling Method Tested As Received Start Sample Depth (m) 2.6
Date Sampled 13/01/2023 End Sample Depth (m) 3.0
Sampled By Client Sampled (m)
Date Tested 23/01/2023 Material Source Insitu
PSD Preparation Material Type -
Atterberg Preparation - / - Prep Material > 53.0mm (%)
Material Description Sand
Specification Percent Specification PARTICLE SIZE DISTRIBUTION GRAPH
AS Sieve (mm)
Minimum (%) Passing (%) Maximum (%)
100
4.75 100
2.36 100
1.18 100 80
0.600 99
Percent Passing (%)
0.425 96
60
0.300 76
0.150 11
0.075 7 40
20
0
1.18
2.36
4.75
0.075
0.150
0.300
0.425
0.600
AS Sieve Size (mm)
Specification Specification Specification Specification
Test Result Result Test Result Result
Minimum (%) Maximum (%) Minimum (%) Maximum (%)
Liquid Limit (%) Can't be determined 0.075/0.425 Fines Ratio 0.07
Plastic Limit (%) Can't be determined PI x 0.425 Ratio (%) -
Plastic Index (%) Non Plastic LS x 0.425 Ratio (%) 0.0
Linear Shrinkage (%) 0.0 Linear Shrinkage Defects -
Remarks Results apply to the sample/s as received.,
Accredited for compliance with ISO/IEC 17025 – Testing
Accreditation Number: 1986
Corporate Site Number: 3740
Approved Signatory: Thomas Hewitt
Form ID: W85Rep Rev 3
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