National Association of Testing Authorities, Australia
Scope of Accreditation
Soiltech Testing Services Pty Ltd
Site
Soiltech Toowoomba Laboratory
Accreditation No.
2117
Site No.
2110
Date of Accreditation
01 Oct 1986
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Establishment of annex facilities | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | ||
Evaluation of geotechnical and civil construction material - Aggregate abrasion | Aggregates | Abrasion resistance | Los Angeles machine value | AS 1141.23 | |
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Organic impurities | Colour test | AS 1141.34 | |
Weak particles contaminants | Sieve analysis | AS 1141.32 | |||
Clay and fine silt | Settling | AS 1141.33 | |||
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 | |
Particle density of fine aggregate | Weighing-in-water | AS 1141.5 | |||
Shape | Average least dimension; Crushed faces; Flakiness; Proportional calliper | AS 1141.14, AS 1141.15, AS 1141.18, AS 1141.20.3, MR (Qld) Method Q201 | |||
Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
Water absorption of fine aggregate | Not applicable | AS 1141.5 | |||
Water absorption of coarse aggregate | Not applicable | AS 1141.6.1 | |||
Particle density of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate; Exposure to sodium sulfate solution | AS 1141.24, MR (Qld) Method Q208B | |
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable | AS 1141.22 | |
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Characteristic values | Not applicable | MR (Qld) Method Q020 | |
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 properties | Concrete, grout and mortar | Mass per unit volume - Hardened concrete | Dimensions | AS 1012.12.1 | |
Compressive strength | Cylinder | AS 1012.9 (excluding clause 4.2) | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of grout and mortar cubes; Manufacture and curing of cylindrical specimens in the laboratory | AS 1012.8.1; AS 1012.8.3 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Particle density | Not applicable | AS 1289.3.5.1 | |
Linear shrinkage | Not applicable | AS 1289.3.4.1 MR (Qld) Method Q106 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1 MR (Qld) Method Q103A | |||
Plasticity index; Weighted plasticity index | Cone | AS 1289.3.3.2, MR (Qld) Method Q252 | |||
Description, identification and classification | Not applicable | AS 1726 Appendix A, Section A2 (laboratory tests only) | |||
Liquid limit | Cone four point; Cone one point | AS 1289.3.9.1, AS 1289.3.9.2 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 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Compaction to nominated levels | Not applicable | MR (Qld) Method Q145A | |
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 | |||
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 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 | |
Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
Density - In situ | Measured; 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 | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
Moisture ratio | Measured | AS 1289.5.4.1 | |||
Relative compaction | Not applicable | MR (Qld) Method Q140A | |||
Field moisture content | Nuclear gauge | AS 1289.5.8.1 | |||
Dry density ratio | Calculation | AS 1289.5.4.1 | |||
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 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 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 reactivity | Soils | Reactivity | Shrink/swell | AS 1289.7.1.1 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Curing of moulded specimens; Sample preparation | Cement stabilisation; Lime stabilisation | MR (Qld) Method Q135A, MR (Qld) Method Q135B | |
Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | |||
Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B | |||
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile | AS 1141.3.1 MR (Qld) Method Q060 | |
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 in situ; Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling | AS 1289.1.2.1, AS 1289.1.4.1, AS 1289.1.4.2 MR (Qld) Method Q050, MR (Qld) Method Q060, MR (Qld) Method Q061 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Annex facility | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | Spring Creek Annex Facility, site number 26938 is established from 28 October 2024 until 31 December 2024 for CN-22786 Reseal Prior Works for construction material testing for RoadTek, Contract number CN-22786. |
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Accreditation No.
2117
Site No.
2110
Print date
08 Dec 2024