| SERVICE | PRODUCT | DETERMINANT | TECHNIQUE | PROCEDURE | LIMITATION / RANGE |
Accreditation is held to establish new branch sites
| 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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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 binder adhesion
| Aggregates;
| Initial adhesion;
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| RMS (NSW) Method T238
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| Resistance to stripping;
| Plate test;
| RMS (NSW) Method T230
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Evaluation of geotechnical and civil construction material - Aggregate contaminants
| Aggregates;
| Sugar;
| Fehlings solution;
| AS 1141.35, RMS (NSW) Method T269
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| Light particles contaminants;
| Segregation by density;
| AS 1141.31
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| Organic impurities;
| Colour test;
| RMS (NSW) Method T260
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| Coarse aggregate quality;
| Visual comparison;
| AS 1141.30.1
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| Clay and fine silt;
| Settling;
| AS 1141.33, RMS (NSW) Method T268
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| Weak particles contaminants;
| Sieve analysis;
| AS 1141.32, RMS (NSW) Method T202
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Evaluation of geotechnical and civil construction material - Aggregate properties
| Aggregates;
| Shape;
| Proportional calliper;
| AS 1141.14, RMS (NSW) Method T213
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| Particle size distribution;
| Fine particles in road materials;
| AS 1141.19, RMS (NSW) Method T107
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| Shape;
| Average least dimension;
| AS 1141.20.1, AS 1141.20.2, AS 1141.20.3, RMS (NSW) Method T235, T275
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| Particle density of fine aggregate;
| Weighing-in-water;
| AS 1141.5, RMS (NSW) Method T210
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| Particle size distribution;
| Sieve analysis of material finer than 75 μm;
| AS 1141.12, RMS (NSW) Method T203
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| Soundness;
| Exposure to sodium sulfate solution;
| AS 1141.24, RMS (NSW) Method T266
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| Bulk density;
| Uncompacted;
| AS 1141.4, RMS (NSW) Method T211
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| Shape;
| Crushed faces;
| RMS (NSW) Method T239
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| Particle density of coarse aggregate;
| Weighing-in-water;
| AS 1141.6.1, RMS (NSW) Method T209
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| Aggregate crushing value;
| Not applicable;
| AS 1141.21
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| Shape;
| Flakiness;
| AS 1141.15
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| Wet/dry strength variation;
| Not applicable;
| AS 1141.22, RMS (NSW) Method T215
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| Particle size distribution;
| Sieve analysis;
| AS 1141.11.1, RMS (NSW) Method T201
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| Shape;
| Ratio greatest to least dimension;
| RMS (NSW) Method T278
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| Bulk density;
| Compacted;
| AS 1141.4, RMS (NSW) Method T212
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Evaluation of geotechnical and civil construction material - Asphalt field density
| Asphalts;
| Field density;
| Nuclear gauge direct transmission mode;
| AS 2891.14.1.1
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| Density ratio and air voids;
| Not applicable;
| AS 2891.14.5
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| Field density;
| Nuclear gauge backscatter mode;
| AS 2891.14.1.2
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Evaluation of geotechnical and civil construction material - Asphalt volumetric properties
| Asphalts;
| Bulk density;
| Presaturation;
| AS 2891.9.2
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| Bulk density;
| Mensuration;
| AS 2891.9.3
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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, RMS (NSW) Method T301
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Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties
| Concrete, grout and mortar;
| Mass per unit volume - Fresh concrete;
| In-situ measurement using fixed volume measure;
| AS 1012.5, RMS (NSW) Method T303
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| Wet sieving analysis;
| Not applicable;
| RMS (NSW) Method T329
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| Compressive strength;
| Cylinder;
| AS 1012.9, RMS (NSW) Method T306
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| Mass per unit volume - Hardened concrete;
| Water displacement;
| AS 1012.12.2, RMS (NSW) Method T317
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| Air content of freshly mixed concrete;
| Reduced air pressure;
| AS 1012.4.2, RMS (NSW) Method T320
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| Compressive strength;
| Core;
| AS 1012.14, RMS (NSW) Method T310
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| Mass per unit volume - Hardened concrete;
| Dimensions;
| AS 1012.12.1, RMS (NSW) Method T316
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Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing
| Concrete, grout and mortar;
| Specimen conditioning;
| Wet conditioning of hardened concrete core specimens;
| AS 1012.14
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| Specimen manufacture and curing;
| Manufacture and curing of drying shrinkage specimens in the laboratory;
| AS 1012.8.4, RMS (NSW) Method T312
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| Specimen manufacture and curing;
| In-situ manufacture and curing of flexural strength specimens;
| RMS (NSW) Method T327
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| Specimen manufacture and curing;
| Manufacture and curing of cylindrical specimens in the laboratory;
| AS 1012.8.1, RMS (NSW) Method T304
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| Specimen manufacture and curing;
| Manufacture and curing of flexural strength specimens in the laboratory;
| AS 1012.8.2
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| Specimen manufacture;
| Mixing concrete in the laboratory;
| AS 1012.2, RMS (NSW) Method T314
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Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics
| Road pavements;
| Texture depth;
| Sand patch;
| RMS (NSW) Method T240
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Evaluation of geotechnical and civil construction material - Rock properties
| Rocks;
| Point load strength index;
| Not applicable;
| RMS (NSW) Method T223
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Evaluation of geotechnical and civil construction material - Soil classification
| Soils;
| Liquid limit;
| Casagrande four point;
| AS 1289.3.1.1, RMS (NSW) Method T108
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| Moisture content;
| Hot plate;
| RMS (NSW) Method T121
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| Particle density;
| Not applicable;
| AS 1289.3.5.1
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| Plastic limit;
| Not applicable;
| AS 1289.3.2.1, RMS (NSW) Method T109
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| Plasticity index;
| Casagrande;
| AS 1289.3.3.1, RMS (NSW) Method T109
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| Moisture content;
| Drying oven;
| AS 1289.2.1.1, RMS (NSW) Method T120 | |
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| Linear shrinkage;
| Not applicable;
| AS 1289.3.4.1, RMS (NSW) Method T113
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| Sieve analysis;
| Not applicable;
| AS 1289.3.6.1, RMS (NSW) Method T106
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| Liquid limit;
| Casagrande one point;
| AS 1289.3.1.2
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| Fine particles in road materials;
| Not applicable;
| RMS (NSW) Method T107
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics
| Soils;
| Minimum and maximum dry density;
| Not applicable;
| AS 1289.5.5.1 | |
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| Dry density/moisture content relationship;
| Modified compactive effort;
| AS 1289.5.2.1, RMS (NSW) Method T112
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| Dry density/moisture content relationship;
| Three compaction point;
| RMS (NSW) Method T162
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| Maximum dry density;
| Not applicable;
| RMS (NSW) Method T164 | |
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| Dry density/moisture content relationship;
| Standard compactive effort;
| AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130
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Evaluation of geotechnical and civil construction material - Soil engineering properties
| Soils;
| Permeability;
| Falling head for a remoulded specimen;
| AS 1289.6.7.2
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| Penetration in-situ;
| Dynamic cone;
| AS 1289.6.3.2, RMS (NSW) Method T161
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| Compressive strength;
| Uniaxial maximum dry;
| RMS (NSW) Method T114
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| Bearing ratio;
| Remoulded specimens;
| AS 1289.6.1.1, RMS (NSW) Method T117
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| Dispersion;
| Emerson class;
| AS 1289.3.8.1
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| Fine particle analysis;
| Hydrometer;
| AS 1289.3.6.3
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| Reactivity;
| Shrink/swell;
| AS 1289.7.1.1
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Evaluation of geotechnical and civil construction material - Soil field density
| Soils;
| Density index;
| Calculation;
| AS 1289.5.6.1 | |
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| Density - In-situ;
| Sand-cone;
| AS 1289.5.3.1, RMS (NSW) Methods T119, T165
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| Density - In-situ;
| Sand pouring apparatus;
| AS 1289.5.3.2
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| Field moisture content;
| Nuclear gauge;
| AS 1289.5.8.1, RMS (NSW) Method T173
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| Relative compaction;
| Not applicable;
| RMS (NSW) Method T166
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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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Evaluation of geotechnical and civil construction material - Soil natural contaminants
| Soils;
| Acidity;
| pH;
| AS 1289.4.3.1, RMS (NSW) Method T123 | |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment
| Soils;
| Soil pre-treatment;
| Not applicable;
| AS 1289.1.1, RMS (NSW) Methods T102, T105
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| Soil pre-treatment;
| Accelerated weathering pre-treatment;
| RMS (NSW) Method T103
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Evaluation of geotechnical and civil construction material - Soil stabilisation
| Soils;
| Lime content;
| Calculation;
| RMS (NSW) Method T144 | |
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| Stabiliser rate of spread rate;
| In-situ measurement;
| RMS (NSW) Method T136
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| Compressive strength;
| Uniaxial unconfined;
| RMS (NSW) Method T116, T131
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Sample collection
| Asphalts;
| Not applicable;
| Uncompacted asphalt;
| AS 2891.1.1
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| Not applicable;
| Extraction of an asphalt core (dry technique); Extraction of an asphalt core (wet technique);
| AS 2891.1.2
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| Concrete, grout and mortar;
| Not applicable;
| Fresh concrete from a mixer; Fresh concrete from deposited concrete;
| AS 1012.1, RMS (NSW) Method T300
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| Not applicable;
| Hardened concrete by coring;
| AS 1012.14
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| Aggregates;
| Not applicable;
| Aggregate from a conveyor belt; Aggregate from a stockpile; Aggregate from a truck;
| AS 1141.3.1
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| Soils;
| Not applicable;
| Undisturbed soil sampling by open-drive sampler;
| AS 1289.1.3.1, RMS (NSW) Method T164
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| Not applicable;
| Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile;
| AS 1289.1.2.1, RMS (NSW) Method T100
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