National Association of Testing Authorities, Australia
Scope of Accreditation
Soil Engineering Services - Cairns Laboratory
Site
Cairns Laboratory
Accreditation No.
19463
Site No.
22360
Date of Accreditation
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
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Service | Product | Determinant | Technique | Procedure | Limitations |
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Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Average least dimension |
AS 1141.20.3; MR (Qld) Method Q202 |
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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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Wet/dry strength variation | Not applicable |
AS 1141.22; MR (Qld) Method Q205A; MR (Qld) Method Q205B; MR (Qld) Method Q205C |
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Shape | Flakiness |
AS 1141.15; MR (Qld) Method Q201 |
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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 | Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
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Compressive strength | Cube; Cylinder |
AS 1012.9 |
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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 1021.8.1 |
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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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Moisture content | Drying oven |
AS 1289.2.1.1; MR (Qld) Method Q102A (2016) |
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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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Plasticity index; Weighted plasticity index | Casagrande; Cone |
AS 1289.3.3.1; AS 1289.3.3.2; MR (Qld) Method Q105, MR (Qld) Method Q252 |
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Sieve analysis | Fines ratio; Not applicable |
AS 1289.3.6.1; MR (Qld) Method Q103A, MR (Qld) Method Q103B (2014), MR (Qld) Method Q253 |
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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 | Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
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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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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 Q113B; MR (Qld) Method Q113C |
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Evaluation of geotechnical and civil construction material - Soil field density | Soils | Field moisture content | Nuclear gauge |
AS 1289.5.8.1; MR (Qld) Method Q141A |
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Dry density ratio | Calculation |
AS 1289.5.4.1; MR (Qld) Method Q140A |
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Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
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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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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; MR (Qld) Method Q101E; MR (Qld) Method Q101F |
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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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Laboratory stabilisation of soil | Lime, cement and bitumen |
MR (Qld) Method Q135A; MR (Qld) Method Q135B |
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Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B | |||
Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Site selection by spot sampling |
AS 1141.3.1; MR (Qld) Method Q060 |
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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 | Site selection - Random sampling |
AS 1289.1.4.1; MR (Qld) Method Q050 |
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Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ |
AS 1289.1.2.1; MR (Qld) Method Q060 |
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Accreditation No.
19463
Site No.
22360
Print date
29 Mar 2024