National Association of Testing Authorities, Australia
Scope of Accreditation
AMB Geotech SQS Pty Ltd
Site
Wandoan Laboratory
Accreditation No.
2911
Site No.
24785
Date of Accreditation
10 Mar 2020
Contact
Availability
Services available to external clients
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 properties | Aggregates | Particle size distribution | Sieve analysis |
AS 1141.11.1 |
|
Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
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Shape | Flakiness |
AS 1141.15; MR (Qld) Method Q201 |
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Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven; Relative moisture content |
AS 1289.2.1.1; MR (Qld) Method Q250 |
|
Liquid limit | Cone one point |
AS 1289.3.9.2; MR (Qld) Method Q104D |
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Plastic limit | Not applicable |
AS 1289.3.2.1; MR (Qld) Method Q105 |
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Plasticity index | Casagrande |
AS 1289.3.3.1 |
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Plasticity index; Weighted plasticity index | Cone; Not applicable |
AS 1289.3.3.2; MR (Qld) Method Q105, MR (Qld) Method Q252 |
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Linear shrinkage | Not applicable |
AS 1289.3.4.1; MR (Qld) Method Q106 |
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Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
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Liquid limit | Casagrande four point |
AS 1289.3.1.1 |
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Liquid limit | Cone four point |
AS 1289.3.9.1; MR (Qld) Method Q104A |
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Sieve analysis | Fines ratio; Not applicable |
AS 1289.3.6.1; MR (Qld) Method Q103A, MR (Qld) Method Q253 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1; MR (Qld) Method Q142A |
|
Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1; MR (Qld) Method Q142B |
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Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
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Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2; MR (Qld) Method Q144A |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Dry density ratio | Calculation |
AS 1289.5.4.1 |
|
Density - In-situ | Nuclear gauge |
AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Method N01; MR (Qld) NGTM Method N03 |
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Moisture ratio | Measured |
AS 1289.5.4.1 |
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Density index | Not applicable |
AS 1289.5.6.1 |
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Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
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Field moisture content | Nuclear gauge |
AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Method N02 |
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Relative compaction | Not applicable |
MR (Qld) Method Q140A |
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Compaction control | Hilf |
AS 1289.5.7.1 |
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Density - In-situ | Sand-cone |
AS 1289.5.3.1; MR (Qld) Method Q141B |
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Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
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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 |
|
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Sample preparation | Preparation and compaction of soil; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B, MR (Qld) Method Q251C | |
Curing of moulded specimens | Not applicable |
MR (Qld) Method Q135B |
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Compressive strength | Uniaxial unconfined |
MR (Qld) Method Q115 |
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Laboratory stabilisation of soil | Cement |
MR (Qld) Method Q135A |
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Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow |
AS 1141.3.1; MR (Qld) Method Q060 |
|
Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
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Soils | Not applicable | Site selection - Random sampling |
AS 1289.1.4.1; MR (Qld) Method Q050 |
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Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
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Not applicable | Site selection - Systematic random stratified sampling |
MR (Qld) Method Q050 |
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Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ |
AS 1289.1.2.1; MR (Qld) Method Q060 |
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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.
2911
Site No.
24785
Print date
28 Mar 2024