National Association of Testing Authorities, Australia
Scope of Accreditation
Trilab Pty Ltd
Site
Trilab Pty Ltd
Accreditation No.
9926
Site No.
9919
Date of Accreditation
27 Jan 1995
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Rock Hardness | Rocks | Abrasion resistance | Abrasiveness using CERCHAR method | ASTM D7625 | |
Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Swelling pressure index | Not applicable | AS 4133.3.3 | |
Point load strength index | Not applicable | AS 4133.4.1 | |||
Porosity | Not applicable | AS 4133.2.1.1 | |||
Density | Callipers | AS 4133.2.1.1 | |||
Slake durability index | Not applicable | AS 4133.3.4 | |||
Moisture content | Drying oven | AS 4133.1.1.1 | |||
Evaluation of geotechnical and civil construction material - Rock strength and deformation | Rocks | Indirect tensile strength | Brazil | ASTM D3967 | |
Compressive strength | Uniaxial strain rate controlled | AS 4133.4.2.2 | |||
Compressive strength | Uniaxial load rate controlled | AS 4133.4.2.1 ASTM D7012 | |||
Deformation | Load rate controlled | AS 4133.4.3.1 | |||
Direct shear strength | Not applicable | ASTM D5607 | |||
Modulus | Ultrasonic velocity | ASTM D2845 | |||
Deformation | Strain rate controlled | AS 4133.4.3.2 | |||
Modulus of rupture for dimension stone | Not applicable | ASTM D7012 | |||
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index | Casagrande | AS 1289.3.3.1 ASTM D4318 | |
Plastic limit | Not applicable | AS 1289.3.2.1 MR (Qld) Method Q105 ASTM D4318 | |||
Porosity | Not applicable | ASTM F1815 | |||
Volumetric shrinkage | Waxing | ASTM D4943 | |||
Particle density | Not applicable | AS 1289.3.5.1 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1, MR (Qld) Method Q103A, ASTM D422 (2007), ASTM D6913 | |||
Description, identification and classification | Not applicable | AS 1726 Tables 9 and 10 (Laboratory tests only) | |||
Liquid limit | Casagrande one point | AS 1289.3.1.2 | |||
Plasticity index | Cone | MR (Qld) Method Q105 | |||
Liquid limit | Cone four point | AS 1289.3.9.1 MR (Qld) Method Q104A | |||
Moisture content | Drying oven | AS 1289.2.1.1 | |||
Bulk density | Not applicable | ASTM F1815 | |||
Liquid limit | Casagrande four point | AS 1289.3.1.1 ASTM D4318 | |||
Liquid limit | Cone one point | MR (Qld) Method Q104D | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1 MR (Qld) Method Q106 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1 MR (Qld) Method Q142B ASTM D1557 | |
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1 MR (Qld) Method Q142A ASTM D698 | |||
Evaluation of geotechnical and civil construction material - Soil consolidation | Soils | Consolidation; Swell/collapse | One-dimensional | AS 1289.6.6.1; ASTM D2435, ASTM D4186; ASTM D5333 (2003) | |
Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class | AS 1289.3.8.1 ASTM D6572 | |
Dispersion | Pinhole | AS 1289.3.8.3 ASTM D4647 | |||
Dispersion | Percentage (%) | AS 1289.3.8.2 ASTM D4221 | |||
Evaluation of geotechnical and civil construction material - Soil fine particles | Soils | Fine particle analysis | Hydrometer | AS 1289.3.6.3 | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 1289 6.1.1 MR (Qld) Methods Q113A, Q113C ASTM D1883 | |
Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH | AS 1289 4.3.1 | |
Evaluation of geotechnical and civil construction material - Soil permeability | Soils | Permeability | Falling head for a remoulded specimen | AS 1289.6.7.2, ASTM F1815 | |
Permeability | Constant head for a remoulded specimen | AS 1289.6.7.1, ASTM D2434 | |||
Permeability | Flexible wall permeameter | AS 1289.6.7.3 ASTM D5084 | |||
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable | AS 1289.1.1 | |
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 shear strength | Soils | Shear strength | Effective angle of internal friction | MR (Qld) Method Q181C ASTM D3080 | |
Shear strength | Direct shear force | AS 1289.6.2.2 ASTM D6467 | |||
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Lime demand | Not applicable | MR (Qld) Method Q133 | |
Lime content | Not applicable | RMS (NSW) Method T144 TfNSW TS 02797.02 | |||
Evaluation of geotechnical and civil construction material - Soil triaxial strength | Soils | Triaxial strength | Triaxial undrained with pore water pressure measured | AS 1289.6.4.2 | |
Triaxial strength | Triaxial undrained without pore water pressure measurement | AS 1289.6.4.1; ASTM D2850; ASTM D4767 | |||
Triaxial strength | Triaxial consolidate drained | ASTM D7181 | |||
Triaxial strength | Triaxial unconfined | ASTM D2166 | |||
Triaxial strength | Modified triaxial confined; Modified triaxial unconfined | RMS (NSW) Method T171 TfNSW TS 02795.33 |
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Accreditation No.
9926
Site No.
9919
Print date
27 Nov 2024