National Association of Testing Authorities, Australia
Scope of Accreditation
AMB Geotech SQS Pty Ltd
Site
Wandoan Laboratory
Accreditation No.
2911
Site No.
22016
Date of Accreditation
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn
ISO/IEC 17025 (2005)
Infrastructure and Asset Integrity
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| 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 contaminants | Aggregates | Weak particles contaminants | Sieve analysis |
AS 1141.32 |
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| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Crushed faces |
MR (Qld) Method Q215 |
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| Wet/dry strength variation | Not applicable |
AS 1141.22; MR (Qld) Method Q205C |
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| Ten percent fines value | Wet |
MR (Qld) Method Q205B |
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| 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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| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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| Ten percent fines value | Dry |
MR (Qld) Method Q205A |
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| 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 |
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| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Cylinder |
AS 1012.9 |
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| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
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| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1 |
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| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plastic limit | Not applicable |
AS 1289.3.2.1; MR (Qld) Method Q105 |
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| Liquid limit | Casagrande four point |
AS 1289.3.1.1 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1; MR (Qld) Method Q106 |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1; MR (Qld) Method Q103A; MR (Qld) Method Q103B |
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| Liquid limit | Cone one point |
AS 1289.3.9.2; MR (Qld) Method Q104D |
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| Liquid limit | Cone four point |
AS 1289.3.9.1; MR (Qld) Method Q104A |
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| Moisture content | Drying oven |
AS 1289.2.1.1; MR (Qld) Method Q102A |
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| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
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| Plasticity index | Cone |
AS 1289.3.3.2; MR (Qld) Method Q105 |
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| Plasticity index | Casagrande |
AS 1289.3.3.1 |
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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 |
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| Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
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| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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| 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; |
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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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| Dry density/moisture content relationship | Rapid |
MR (Qld) Method Q142C |
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| Evaluation of geotechnical and civil construction material - Soil engineering properties | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
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| Penetration in-situ | Dynamic cone |
AS 1289.6.3.2; MR (Qld) Method Q114B |
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| Bearing ratio | Remoulded specimens |
AS 1289.6.1.1; MR (Qld) Method Q113A; MR (Qld) Method Q113C |
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| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
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| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Methods N01, N03 |
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| Compaction control | Hilf |
AS 1289.5.7.1 |
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| Dry density ratio | Calculation |
AS 1289.5.4.1 |
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| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
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| Density - In-situ | Sand-cone |
AS 1289.5.3.1; MR (Qld) Method Q141B |
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| Density index | Not applicable |
AS 1289.5.6.1 |
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| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
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| Moisture ratio | Measured |
AS 1289.5.4.1 |
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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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| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1; MR (Qld) Methods Q101, Q101A, Q101B, Q101C, Q101D, Q101F |
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| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | 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; Lime stabilisation |
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 |
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| Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
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| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
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| Soils | Not applicable | Site selection - Systematic random stratified 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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| Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
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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 sampling |
AS 1289.1.4.1; MR (Qld) Method Q050 |
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.
2911
Site No.
22016
Print date
08 Dec 2023
