SERVICE | PRODUCT | DETERMINANT | TECHNIQUE | PROCEDURE | LIMITATION / RANGE |
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; | | |
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Evaluation of geotechnical and civil construction material - Aggregate abrasion
| Aggregates;
| Abrasion resistance;
| Los Angeles machine value; | AS 1141.23
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Evaluation of geotechnical and civil construction material - Aggregate binder adhesion
| Aggregates;
| Degree of precoating;
| Not applicable; | MR (Qld) Method Q216 | |
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Evaluation of geotechnical and civil construction material - Aggregate contaminants
| Aggregates;
| Organic impurities;
| Colour test; | AS 1141.34 | |
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| Weak particles contaminants;
| Sieve analysis; | AS 1141.32 | |
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| Clay and fine silt;
| Settling; | AS 1141.33
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Evaluation of geotechnical and civil construction material - Aggregate properties
| Aggregates;
| Shape;
| Average least dimension; | AS 1141.20.3
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| Particle density of coarse aggregate;
| Weighing-in-water; | AS 1141.6.1
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| Shape;
| Crushed faces; | AS 1141.18
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| Shape;
| Flakiness; | AS 1141.15, MR (Qld) Method Q201 | |
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| Particle density of fine aggregate;
| Weighing-in-water; | AS 1141.5
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| Water absorption of coarse aggregate;
| Not applicable; | AS 1141.6.1
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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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| Bulk density;
| Compacted; Uncompacted; | AS 1141.4
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| Water absorption of fine aggregate;
| Not applicable; | AS 1141.5
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Evaluation of geotechnical and civil construction material - Aggregate soundness
| Aggregates;
| Soundness;
| Degradation factor on coarse aggregate; | AS 1141.25.2, MR (Qld) Method Q208B
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| Soundness;
| Exposure to sodium sulfate solution; | AS 1141.24
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| Soundness;
| Degradation factor on source rock; | AS 1141.25.1 | |
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Evaluation of geotechnical and civil construction material - Aggregate strength
| Aggregates;
| Wet/dry strength variation;
| Not applicable; | AS 1141.22, RMS (NSW) Method T215
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| Aggregate crushing value;
| Not applicable; | AS 1141.21
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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;
| Core; | AS 1012.14
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| Mass per unit volume - Hardened concrete;
| Dimensions; | AS 1012.12.1
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| Compressive strength;
| 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;
| Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; | AS 1012.8.1
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| Specimen conditioning;
| Wet conditioning of hardened concrete core specimens; | AS 1012.14
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Evaluation of geotechnical and civil construction material - Rock properties
| Rocks;
| Point load strength index;
| Not applicable; | AS 4133.4.1
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Evaluation of geotechnical and civil construction material - Soil classification
| Soils;
| Linear shrinkage;
| Not applicable; | AS 1289.3.4.1, MR (Qld) Method Q106
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| Plastic limit;
| Not applicable; | AS 1289.3.2.1, MR (Qld) Method Q105
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| Liquid limit;
| Cone one point; | MR (Qld) Method Q104D
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| Description, identification and classification;
| Not applicable; | AS1726 Tables 9 and 10 (Laboratory tests only)
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| Plasticity index;
| Casagrande; Cone; | AS 1289.3.3.1, AS 1289.3.3.2
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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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| Sieve analysis;
| Not applicable; | AS 1289.3.6.1, MR (Qld) Method Q103A;
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| Liquid limit;
| Casagrande four point; | AS 1289.3.1.1
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| Plasticity index;
| Cone; | MR (Qld) Method Q105
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| Moisture content;
| Drying oven; Relative moisture content; | AS 1289.2.1.1, MR (Qld) Method Q250
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| Apparent particle density; Particle density;
| Not applicable; | AS 1289.3.5.1
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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, RMS (NSW) Method T111
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| 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, RMS (NSW) Method T112
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| Minimum and maximum dry density;
| Not applicable; | AS 1289.5.5.1
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| Assignment of 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 dispersion
| Soils;
| Dispersion;
| Emerson class; | AS 1289.3.8.1
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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, MR (Qld) NGTM Method N02
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| Degree of saturation;
| Not applicable; | MR (Qld) Method Q146
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| Dry density ratio;
| Calculation; | 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; Relative compaction;
| Not applicable; | MR (Qld) Method Q020, MR (Qld) Method Q140A
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| Compaction control;
| Hilf; | AS 1289.5.7.1
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| 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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| 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 in-situ penetration
| Soils;
| Penetration in-situ;
| Dynamic cone; | AS 1289.6.3.2, MR (Qld) Method Q114B
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Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties
| Soils;
| Bearing ratio;
| Remoulded specimens; | | |
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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; RMS (NSW) Method T102, RMS (NSW) Method T105
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Evaluation of geotechnical and civil construction material - Soil reactivity
| Soils;
| Reactivity;
| Shrink/swell; | AS 1289.7.1.1
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Evaluation of geotechnical and civil construction material - Soil stabilisation
| Soils;
| Sample preparation;
| Cement stabilisation; Lime stabilisation; UCS specimens - Field mix; UCS specimens - Laboratory mix; | MR (Qld) Method Q135A, MR (Qld) Method Q251A, MR (Qld) Method Q251B | |
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| Compressive strength;
| Uniaxial unconfined; | MR (Qld) Method Q115
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| Curing of moulded specimens;
| Cement; | MR (Qld) Method Q135B
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Sample collection
| Concrete, grout and mortar;
| Not applicable;
| Fresh concrete from a mixer; Fresh concrete from deposited concrete; | AS 1012.1
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| Aggregates;
| Not applicable;
| Aggregate from a stockpile; Aggregate from a truck; | AS 1141.3.1, MR (Qld) Method Q060
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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 - 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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