National Association of Testing Authorities, Australia
Scope of Accreditation
Quality Control Testing Services
Site
QCTS Mobile Lab
Accreditation No.
19673
Site No.
25277
Date of Accreditation
28 Jul 2022
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn 23 Oct 2024
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 | 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 | |
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 | |||
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, AS 1289.5.2.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B | |||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Relative compaction | Not applicable | MR (Qld) Method Q140A | |
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 | |||
Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
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 | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
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 | |||
Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | |||
Sample collection | 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 | AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050 | ||
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 |
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.
Accreditation No.
19673
Site No.
25277
Print date
11 Nov 2024