Soiltech Testing Services Pty Ltd

Soiltech Testing Services

Site

Soiltech Warwick Laboratory

Accreditation No.

2117

Site No.

18672

Date of Accreditation

14 Jul 2025

Address

38 Percy Street
Warwick, QLD 4370
Australia

soiltech.com.au

Contact

Mr Timothy Miller P: +61 0419344486

Availability

Services available to external clients

Soiltech Testing Services Pty Ltd address map

Scope of Accreditation

Print scopes
Soiltech Warwick Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations

Suspended

Evaluation of geotechnical and civil construction material - Aggregate binder adhesion		 Aggregates Degree of precoating Not applicable

MR (Qld) Method Q216

Suspended

Evaluation of geotechnical and civil construction material - Soil stabilisation		 Soils Stabiliser working time Bituminous stabilisation time; Cementitious stabilisation time MR (Qld) Method Q136A
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

AS 1141.32

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Crushed faces

AS 1141.18

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Shape Flakiness

AS 1141.15

MR (Qld) Method Q201

Shape Average least dimension

AS 1141.20.3

Particle size distribution Sieve analysis

AS 1141.11.1

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ Concrete, grout and mortar Slump flow Cone

AS 1012.3.1

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Plasticity index; Weighted plasticity index Cone

AS 1289.3.3.2, 

MR (Qld) Method Q105, 

MR (Qld) Method Q252.

Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105

Liquid limit Cone four point

AS 1289.3.9.1

MR (Qld) Method Q104A

Liquid limit Cone one point

MR (Qld) Method Q104D

Moisture content Drying oven; Relative moisture content

AS 1289.2.1.1, 

MR (Qld) Method Q250.

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

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Oversize material Oversize material treatment

MR (Qld) Method Q143

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2

MR (Qld) Method Q144A

Compaction to nominated levels Not applicable MR (Qld) Method Q145A
Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, 

MR (Qld) Method Q142A, 

MR (Qld) Method Q142B.

Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In situ Sand-cone

AS 1289.5.3.1

MR (Qld) Method Q141B

Characteristic field density values Not applicable MR (Qld) Method Q020
Dry density ratio Calculation

AS 1289.5.4.1

Relative compaction Not applicable

MR (Qld) Method Q140A

Moisture ratio Measured

AS 1289.5.4.1

Degree of saturation Not applicable

MR (Qld) Method Q146

Compaction control Hilf

AS 1289.5.7.1

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
Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone

AS1289.6.3.2,

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 Q113A, 

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,

MR (Qld) Method Q101B.

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Sample preparation Cement stabilisation; Lime stabilisation; Modified compaction - UCS (unconfined compression strength) specimens; Standard compaction - UCS (unconfined compression strength) specimens; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q135A,
MR (Qld) Method Q135B,
MR (Qld) Method Q251A,
MR (Qld) Method Q251B.
Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling

AS 1289.1.4.1, 

MR (Qld) Method Q050,

MR (Qld) Method Q061

Not applicable Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile

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.