National Association of Testing Authorities, Australia
Scope of Accreditation
REAIS Technical Services Pty Ltd
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
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Evaluation of geotechnical and civil construction material - Aggregate stabilisation | Aggregates | Swell and capillary rise of compacted material | Not applicable | MR (Qld) Method Q125D | |
Evaluation of geotechnical and civil construction material - Pavement shape | Road pavements | Surface deviation | Straight edge |
MR (Qld) Method Q712 |
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Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch |
Austroads Method AGPT/T250 |
|
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Weighted plasticity index | Not applicable | MR (Qld) Method Q252 | |
Sieve analysis | Fines ratio |
AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253 |
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Plastic limit | Not applicable |
AS 1289.3.2.1, MR (Qld) Method Q105 |
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Plasticity index | Cone |
MR (Qld) Method Q105 |
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Liquid limit | Casagrande four point; Casagrande one point; Cone four point; Cone one point |
AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D |
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Moisture content | Drying oven |
AS 1289.2.1.1 |
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Linear shrinkage | Not applicable |
AS 1289.3.4.1, MR (Qld) Method Q106 |
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Plasticity index | Casagrande; Cone |
AS 1289.3.3.1, AS 1289.3.3.2 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
|
Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A |
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Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
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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 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, MR (Qld) Method Q101C, MR (Qld) Method Q101D |
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Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength; Sample preparation | UCS (unconfined compression strength) specimens - Laboratory mix; Uniaxial unconfined |
MR (Qld) Method Q115, MR (Qld) Method Q251A |
|
Laboratory stabilisation of soil | Cement; Lime stabilisation |
MR (Qld) Method Q135A |
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Stabiliser working time | Not applicable |
MR (Qld) Method Q136A |
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Curing of moulded specimens | Not applicable |
MR (Qld) Method Q135B |
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Lime demand | Not applicable | MR (Qld) Method Q133 | |||
Sample collection | Asphalts | Not applicable | Extraction of an asphalt core - Wet technique |
AS 2891.1.2 clause 7.2 |
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Not applicable | Extraction of an asphalt core - Dry technique |
AS 2891.1.2 clause 7.3 |
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Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling in-situ |
AS 1289.1.2.1 (clauses 6.4, 6.5) |
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Not applicable | Undisturbed soil sampling by rotary core sampler |
MR (Qld) Method Q070 |
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Not applicable | Site selection - Random sampling |
MR (Qld) Method Q050 |
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Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2, MR (Qld) Method Q050 |
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Accreditation No.
20088
Site No.
22811
Print date
26 Apr 2024