Quality Control Testing Services

Site

QCTS Mobile Lab

Accreditation No.

19673

Site No.

25277

Date of Accreditation

28 Jul 2022

Address

Etheridge Shire Compound, Pine Pit, Kennedy Development Road
Lyndhurst, QLD 4871
Australia

qcts.net.au

Contact

Mr Mark Jackman P: +61 0407979759

Availability

Services available to external clients

Scope of Accreditation

Print scopes
QCTS Mobile Lab

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; 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 conditioning; Specimen manufacture; Specimen manufacture and curing Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory AS 1012.8.1
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Penetration depth; Texture depth Ball embedment; Sand patch Austroads Method AG:PT/T250, 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
Sieve analysis Fines ratio AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253
Moisture content Drying oven; Relative moisture content AS 1289.2.1.1, MR (Qld) Method Q250
Cone plasticity index; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index Casagrande; Cone

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, AS 1289 3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Method Q252
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Compaction to nominated levels Not applicable MR (Qld) Method Q145A
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 Modified compactive effort; Standard compactive effort AS 1289.5.1.1, AS 1289.5.2.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B
Oversize material Oversize material treatment MR (Qld) Method Q143
Evaluation of geotechnical and civil construction material - Soil field density Soils Degree of saturation Not applicable MR (Qld) Method Q146
Density - In-situ; Field moisture content Nuclear gauge; Sand-cone AS 1289.5.3.1, AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03
Compaction control Hilf AS 1289.5.7.1
Dry density ratio; Moisture ratio Measured; Statistical selection of reference values AS 1289.5.4.1
Characteristic field density values Not applicable MR (Qld) Method Q020
Relative compaction Not applicable 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 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; UCS (unconfined compression strength) specimens - Field mix MR (Qld) Method Q135A,MR (Qld) Method Q251B
Curing of moulded specimens Not applicable MR (Qld) Method Q135B
Sample collection Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete AS 1012.1
Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Site selection by spot sampling AS 1289.1.2.1, MR (Qld) Method Q060, 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.