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 - Aggregate abrasion | Aggregates | Abrasion resistance | Los Angeles machine value |
AS 1141.23 |
|
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt | Settling |
AS 1141.33 |
|
| Weak particles contaminants | Sieve analysis |
AS 1141.32 |
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| Organic impurities | Colour test |
AS 1141.34 |
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| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of fine aggregate; Water absorption of fine aggregate | Not applicable; Weighing-in-water |
AS 1141.5 |
|
| Shape | Crushed faces |
AS 1141.18 |
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| Shape | Proportional calliper |
AS 1141.14 |
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| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
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| Particle density of coarse aggregate; Water absorption of coarse aggregate | Not applicable; Weighing-in-water |
AS 1141.6.1 |
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| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
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| Shape | Average least dimension |
AS 1141.20.3 |
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| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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| Shape | Flakiness |
AS 1141.15 MR (Qld) Method Q201 |
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| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate |
AS 1141.25.2, MR (Qld) Method Q208B |
|
| Soundness | Degradation factor on source rock |
AS 1141 25.1 |
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| Soundness | Exposure to sodium sulfate solution |
AS 1141.24 |
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| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value | Not applicable |
AS 1141.21 |
|
| Wet/dry strength variation | Not applicable |
AS 1141.22 |
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| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Moisture content | Drying oven |
AS 4133.1.1.1 |
|
| Deformation | Load rate controlled |
AS 4133.4.3.1 |
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| Point load strength index | Not applicable |
AS 4133.4.1 |
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| Compressive strength | Uniaxial load rate controlled |
AS 4133.4.2.1 ASTM D7012 |
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| Direct shear strength | Not applicable |
ASTM D5607 |
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| Compressive strength | Uniaxial strain rate controlled |
AS 4133.4.2.2 |
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| Swelling pressure index | Not applicable |
AS 4133.3.3 |
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| Indirect tensile strength | Brazil |
ASTM D3967 |
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| Slake durability index | Not applicable |
AS 4133.3.4 |
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| Density | Callipers |
AS 4133.2.1.1 |
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| Modulus of rupture for dimension stone | Not applicable |
ASTM D7012 |
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| Porosity | Not applicable |
AS 4133.2.1.1 |
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| Abrasion resistance | Abrasiveness using CERCHAR method |
ASTM D7625 (2010) |
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| Modulus | Ultrasonic velocity |
ASTM D2845 |
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| Deformation | Strain rate controlled |
AS 4133.4.3.2 |
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| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
|
| Particle density | Not applicable |
AS 1289.3.5.1 |
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| Porosity | Not applicable |
ASTM F1815 |
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| Moisture content | Drying oven |
AS 1289.2.1.1 |
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| Volumetric shrinkage | Waxing |
ASTM D4943 (2006) |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1, MR (Qld) Method Q103A, ASTM D422 (2007), ASTM D6913 |
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| Bulk density | Not applicable |
ASTM F1815 |
|||
| Plasticity index | Cone |
MR (Qld) Method Q105 |
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| Liquid limit | Cone one point |
MR (Qld) Method Q104D |
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| Plasticity index | Casagrande |
AS 1289.3.3.1 ASTM D4318 |
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| Plastic limit | Not applicable |
AS 1289.3.2.1 MR (Qld) Method Q105 ASTM D4318 |
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| Description, identification and classification | Not applicable |
AS 1726 Tables 9 and 10 (Laboratory tests only) ASTM D2487 |
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| Liquid limit | Cone four point |
AS 1289.3.9.1 MR (Qld) Method Q104A |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1 MR (Qld) Method Q106 |
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| Liquid limit | Casagrande four point |
AS 1289.3.1.1 ASTM D4318 |
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| 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 |
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| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 MR (Qld) Method Q142A ASTM D698 |
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| Evaluation of geotechnical and civil construction material - Soil consolidation | Soils | Consolidation; Swell/collapse | One-dimensional |
AS 1289.6.6.1; ASTM D2435, ASTM D4186; In-house Method PRC 03001 (collapse) |
|
| Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 ASTM D6572 |
|
| Dispersion | Percentage (%) |
AS 1289.3.8.2 ASTM D4221 |
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| Dispersion | Pinhole |
AS 1289.3.8.3 ASTM D4647 |
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| 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 (2008) |
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| Permeability | Flexible wall permeameter |
AS 1289.6.7.3 ASTM D5084 |
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| 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 | ||
| 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 |
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| 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 |
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| Evaluation of geotechnical and civil construction material - Soil triaxial strength | Soils | 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 undrained with pore water pressure measured |
AS 1289.6.4.2 |
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| Triaxial strength | Triaxial unconfined |
ASTM D2166 |
|||
| Triaxial strength | Modified triaxial confined; Modified triaxial unconfined |
RMS (NSW) Method T171 |
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.
9926
Site No.
9919
Print date
16 Aug 2022