ETS Geo Pty Ltd

Site

Townsville Laboratory

Accreditation No.

21596

Site No.

26007

Date of Accreditation

Address

18 Ingham Road
Townsville, QLD 4810
Australia

Contact

Availability

Services available to external clients

Supervision

Not Applicable

ETS Geo Pty Ltd address map

Scope of Accreditation

Print scopes

Withdrawn 27 Apr 2026

Voluntary

Townsville Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion Aggregates Degree of precoating Not applicable

MR (Qld) Method Q216

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

AS 1141.18

Shape Average least dimension

AS 1141.20.1, AS 1141.20.3

Shape Flakiness

AS 1141.15, MR (Qld) Method Q201

Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12

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 - Road pavement surfacing characteristics Road pavements Penetration depth Ball embedment

Austroads Method AG:PT/T251

Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage Not applicable AS 1289.3.4.1, MR (Qld) Method Q106
Liquid limit Casagrande; Cone AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D
Sieve analysis Not applicable AS 1289.3.6.1, MR (Qld) Method Q103A
Moisture content Drying oven; Relative moisture content AS 1289.2.1.1
Plastic limit; Plasticity index; Weighted plasticity index Casagrande; Cone AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, MR (Qld) Method Q105, MR (Qld) Method Q252
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2, MR (Qld) Method Q144A
Oversize material Oversize material treatment MR (Qld) Method Q143
Dry density/moisture content relationship Standard compactive effort AS 1289.5.1.1, MR (Qld) Method Q142A
Compaction to nominated levels Not applicable MR (Qld) Method Q145A
Dry density/moisture content relationship Modified compactive effort AS 1289.5.2.1, MR (Qld) Method Q142B
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf AS 1289.5.7.1
Density - In situ; Moisture - In situ Nuclear gauge AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM Method N03
Characteristic field density values Not applicable MR (Qld) Method Q020
Degree of saturation Not applicable MR (Qld) Method Q146
Density - In situ Sand-cone AS 1289.5.3.1, MR (Qld) Method Q141B
Dry density ratio; Relative compaction Calculation AS 1289.5.4.1, MR (Qld) Method Q140A
Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration - In situ Dynamic cone AS 1289.6.3.2, 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 Q113B, MR (Qld) Method Q113C
Evaluation of geotechnical and civil construction material - Soil sample preparation Soils Preparation of disturbed samples Not applicable AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101D
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck AS 1141.3.1, MR (Qld) Method Q060
Concrete, grout and mortar Not applicable Fresh concrete from a mixer AS 1012.1
Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in situ AS 1289.1.2.1, MR (Qld) Method Q060
Not applicable Site selection by spot sampling MR (Qld) Method Q061
Not applicable Site selection - Random sampling; Site selection - Random stratified sampling AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050

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.