Geotech Testing Pty Ltd

Site

Gold Coast Laboratory

Accreditation No.

2734

Site No.

25852

Date of Accreditation

24 Sep 2025

Address

9/10A Industrial Avenue
Molendinar, QLD 4214
Australia

geotech.com.au

Contact

Availability

Services available to external clients

Scope of Accreditation

Gold Coast Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm AS 1141.12;
MR(Qld) Method Q109A;
MR(Qld) Method Q109B
Particle size distribution Sieve analysis AS 1141.11.1;
MR(Qld) Method Q103A;
MR(Qld) Method Q101J
MR(Qld) Method Q101H
Particle density of coarse aggregate; Water absorption of coarse aggregate Not applicable; Weighing-in-water AS 1141.6.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Not applicable AS 1289.3.6.1;
MR(Qld) Method Q103A
Linear shrinkage Not applicable AS 1289.3.4.1;
MR(Qld) Method Q106
Liquid limit Casagrande AS 1289.3.1.1, AS 1289.3.1.2
MR(Qld) Method Q104A;
MR(Qld) Method Q104D
Plastic limit Not applicable AS 1289.3.2.1;
MR(Qld) Method Q105
Moisture content Drying oven AS 1289.2.1.1;
MR(Qld) Method Q142A
Plasticity index Casagrande AS 1289.3.3.1;
MR(Qld) Method Q105
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Minimum and maximum dry density Not applicable AS1289 5.5.1
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2;
MR(Qld) Method Q144A
Dry density/moisture content relationship Standard compactive effort AS 1289.5.1.1
Dry density/moisture content relationship Modified compactive effort AS 1289.5.2.1
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1;
MR(Qld) Method Q168
Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf AS 1289.5.7.1
Dry density ratio; Moisture ratio Calculation; Measured AS 1289.5.4.1
Density - In situ Nuclear gauge AS 1289 5.8.1;
MR (Qld) Method NGTM N01; MR (Qld) Method NGTM N02;  MR (Qld) Method NGTM N03;
MR(Qld) Method Q141A
Density index Not applicable AS 1289.5.6.1
Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.1;
AS 1289.6.3.3
MR(Qld) Method Q114B
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1;
MR(Qld) Method Q113C
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable AS 1289.1.1;
MR(QLD) Method Q101;
MR(QLD) Method Q101A
Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Sample collection Aggregates Not applicable Aggregate from a stockpile; Aggregate from a windrow AS1141.3.1
Soils Not applicable Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow AS 1289.1.2.1;
MR(Qld) Method Q060

The only data displayed is that deemed relevant and necessary for the clear description of the activities and services covered by the scope of accreditation.

Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.