| SERVICE | PRODUCT | DETERMINANT | TECHNIQUE | PROCEDURE | LIMITATION / RANGE |
Evaluation of geotechnical and civil construction material - Aggregate properties
| Aggregates;
| Shape;
| Ratio greatest to least dimension;
| RMS (NSW) Method T278
| |
|
|
| Bulk density;
| Uncompacted;
| AS 1141.4, RMS (NSW) Method T211
| |
|
|
| Shape;
| Crushed faces;
| RMS (NSW) Method T239
| |
|
|
| Shape;
| Average least dimension;
| AS 1141.20.1, AS 1141.20.2, AS 1141.20.3, RMS (NSW) Method T235, RMS (NSW) Method T275
| |
|
|
| Shape;
| Proportional calliper;
| AS 1141.14, RMS (NSW) Method T213
| |
|
|
| Bulk density;
| Compacted;
| AS 1141.4, RMS (NSW) Method T212
| |
|
|
| Particle size distribution;
| Sieve analysis of material finer than 75 µm;
| AS 1141.12, RMS (NSW) Method T203
| |
|
|
| Particle size distribution;
| Sieve analysis;
| AS 1141.11.1, RMS (NSW) Method T201
| |
|
|
| Particle size distribution;
| Fine particles in road materials;
| AS 1141.19, RMS (NSW) Method T107
| |
|
Evaluation of geotechnical and civil construction material - Aggregate strength
| Aggregates;
| Aggregate crushing value;
| Not applicable;
| AS 1141.21
| |
|
|
| Wet/dry strength variation;
| Not applicable;
| AS 1141.22, RMS (NSW) Method T215
| |
|
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
| |
|
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties
| Concrete, grout and mortar;
| Mass per unit volume - Hardened concrete;
| Water displacement;
| AS 1012.12.2, RMS (NSW) Method T317
| |
|
|
| Mass per unit volume - Hardened concrete;
| Dimensions;
| AS 1012.12.1, RMS (NSW) Method T316
| |
|
|
| Specimen preparation;
| Capping of compressive strength specimens;
| RMS (NSW) Method T305 | |
|
|
| Air content of freshly mixed concrete;
| Reduced air pressure;
| AS 1012.4.2, RMS (NSW) Method T320
| |
|
|
| Compressive strength;
| Cylinder;
| AS 1012.9, RMS (NSW) Method T306
| |
|
|
| Mass per unit volume - Fresh concrete;
| In-situ measurement using fixed volume measure;
| AS 1012 5, RMS (NSW) Method T303
| |
|
|
| Compressive strength;
| Core;
| AS 1012.14, RMS (NSW) Method T310
| |
|
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 drying shrinkage specimens; Moist curing drying shrinkage specimens in the laboratory;
| AS 1012.8.4
| |
|
|
| Specimen conditioning;
| Wet conditioning of hardened concrete core specimens;
| AS 1012.14
| |
|
|
| Specimen manufacture and curing;
| Curing flexural strength specimens in the laboratory; In-situ manufacture and curing of flexural strength specimens;
| AS 1012.8.2, RMS (NSW) Method T327
| |
|
|
| Specimen manufacture and curing;
| Manufacture and curing of cylindrical specimens in the laboratory;
| AS 1012.8.1, RMS (NSW) Method T304
| |
|
Evaluation of geotechnical and civil construction material - Soil classification
| Soils;
| Plastic limit;
| Not applicable;
| AS 1289.3.2.1, RMS (NSW) Method T109
| |
|
|
| Fine particles in road materials;
|
| RMS (NSW) Method T107
| |
|
|
| Liquid limit;
| Casagrande four point;
| AS 1289.3.1.1, RMS (NSW) Method T108
| |
|
|
| Liquid limit;
| Casagrande one point;
| AS 1289.3.1.2
| |
|
|
| Moisture content;
| Hot plate;
| RMS (NSW) Method T121
| |
|
|
| Sieve analysis;
| Not applicable;
| AS 1289.3.6.1, RMS (NSW) Method T106
| |
|
|
| Linear shrinkage;
| Not applicable;
| AS 1289.3.4.1, RMS (NSW) Method T113
| |
|
|
| Moisture content;
| Microwave oven;
| RMS (NSW) T180 | |
|
|
| Plasticity index;
| Casagrande;
| AS 1289.3.3.1, RMS (NSW) Method T109
| |
|
|
| Moisture content;
| Drying oven;
| AS1289.2.1.1, RMS (NSW) T120 | |
|
Evaluation of geotechnical and civil construction material - Soil compaction characteristics
| Soils;
| Maximum dry density;
|
| RMS (NSW) Method T164 | |
|
|
| Dry density/moisture content relationship;
| Standard compactive effort;
| AS 1289.5.1.1, RMS (NSW) Method T111, RMS (NSW) Method T130
| |
|
|
| Assignment of OMC/MDD;
| Not applicable;
| AS 1289.5.4.2
| |
|
|
| Dry density/moisture content relationship;
| Modified compactive effort;
| AS 1289..2.1, RMS (NSW) Method T112
| |
|
|
| Dry density/moisture content relationship;
| Three compaction point;
| RMS (NSW) Method T162
| |
|
Evaluation of geotechnical and civil construction material - Soil dispersion
| Soils;
| Dispersion;
| Emerson class;
| AS 1289.3.8.1
| |
|
Evaluation of geotechnical and civil construction material - Soil field density
| Soils;
| Compaction control;
| Hilf;
| AS 1289.5.7.1
| |
|
|
| Density - In-situ;
| Nuclear gauge;
| AS 1289.5.8.1, RMS (NSW) Method T173
| |
|
|
| Dry density ratio;
| Calculation;
| AS 1289.5.4.1 | |
|
|
| Characteristic field density values; Moisture ratio assessment of dry back;
| Not applicable;
| RC (Vic) Method 316.00, RC (Vic) Method 316.14 | |
|
|
| Relative compaction;
|
| RMS (NSW) Method T166
| |
|
Evaluation of geotechnical and civil construction material - Soil in-situ penetration
| Soils;
| Penetration in-situ;
| Dynamic cone;
| AS 1289.6.3.2, RMS (NSW) Method T161
| |
|
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties
| Soils;
| Bearing ratio;
| Remoulded specimens;
| AS 1289.6.1.1, RMS (NSW) Method T117, RMS (NSW) Method T132
| |
|
Evaluation of geotechnical and civil construction material - Soil pre-treatment
| Soils;
| Soil pre-treatment;
| Accelerated weathering pre-treatment; Repeated compaction pre-treatment;
| RMS (NSW) Method T102, RMS (NSW) Method T103
| |
|
|
| Soil pre-treatment;
| Not applicable;
| AS 1289.1.1, RMS (NSW) Method T105
| |
|
|
| Soil pre-treatment;
| Repeated compaction pre-treatment;
| RC (Vic) Method 301.05
| |
|
Evaluation of geotechnical and civil construction material - Soil stabilisation
| Soils;
| Compressive strength;
| Uniaxial unconfined;
| RMS (NSW) Method T116, RMS (NSW) Method T131
| |
|
|
| Sample preparation;
| Cement stabilisation; Lime stabilisation;
| RC (Vic) 301.03, RC (Vic) 301.06
| |
|
Sample collection
| Concrete, grout and mortar;
| Not applicable;
| Fresh concrete from a mixer; Fresh concrete from deposited concrete;
| AS 1012.1, RMS (NSW) Method T300
| |
|
|
| Not applicable;
| Fresh concrete from a mixer; Fresh concrete from deposited concrete;
| AS 1012.1
| |
|
| Aggregates;
| Not applicable;
| Aggregate from a conveyor belt; Aggregate from a stockpile; Aggregate from a truck;
| AS 1141.3.1
| |
|
| Soils;
| Not applicable;
| Site selection - Random sampling; Site selection - Random stratified sampling;
| AS 1289.1.4.1, AS 1289.1.4.2, RC (Vic) Method 316.10
| |
|
|
| Not applicable;
| Undisturbed soil sampling by open-drive sampler;
| AS 1289.1.3.1, RMS (NSW) Method T100
| |
|
|
| 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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