National Association of Testing Authorities, Australia
Scope of Accreditation
AMB Geotech SQS Pty Ltd
Site
South Qld Soils Mobile Laboratory No.1
Accreditation No.
2911
Site No.
22848
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Withdrawn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 properties | Aggregates | Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
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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 specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | In-situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
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| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index | Casagrande |
AS 1289.3.3.1 |
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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 | Casagrande one point |
AS 1289.3.1.2 |
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| Liquid limit | Cone four point |
AS 1289.3.9.1; MR (Qld) Method Q104A |
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| Liquid limit | Cone one point |
AS 1289.3.9.2; MR (Qld) Method Q104D |
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| Plasticity index | Cone |
AS 1289.3.3.2; MR (Qld) Method Q105 |
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| Liquid limit | Casagrande four point |
AS 1289.3.1.1 |
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| Moisture content | Drying oven |
AS 1289.2.1.1; MR (Qld) Method Q102A |
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| Plastic limit | Not applicable |
AS 1289.3.2.1; MR (Qld) Method Q105 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1; MR (Qld) Method Q106 |
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| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Rapid |
MR (Qld) Method Q142C |
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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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| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
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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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| Evaluation of geotechnical and civil construction material - Soil engineering properties | Soils | 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 | 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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| Density - In-situ | Sand-cone |
AS 1289.5.3.1; MR (Qld) Method Q141B |
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| Dry density ratio | Calculation |
AS 1289.5.4.1 |
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| Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
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| Compaction control | Hilf |
AS 1289.5.7.1 |
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| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
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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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| 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) Method Q101; MR (Qld) Method Q101A; MR (Qld) Method Q101B; MR (Qld) Method Q101C |
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| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
MR (Qld) Method Q115 |
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| Curing of moulded specimens | Not applicable |
MR (Qld) Method Q135B |
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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 - Random stratified sampling |
AS 1289.1.4.2; 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 by spot sampling |
MR (Qld) Method Q061 |
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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.
22848
Print date
01 Jul 2022