| 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; | | |
|
Evaluation of geotechnical and civil construction material - Aggregate contaminants
| Aggregates;
| Clay and fine silt;
| Settling; | AS 1141.33
| |
|
|
| Organic impurities;
| Colour test; | AS 1141.34
| |
|
Evaluation of geotechnical and civil construction material - Aggregate properties
| Aggregates;
| Water absorption of coarse aggregate;
| Not applicable; | AS 1141.6.1
| |
|
|
| Abrasion resistance;
| Los Angeles machine value; | AS 1141.23
| |
|
|
| Shape;
| Flakiness; | AS 1141.15
| |
|
|
| Aggregate crushing value;
| Not applicable; | AS 1141.21
| |
|
|
| Particle density of coarse aggregate;
| Weighing-in-water; | AS 1141.6.1
| |
|
|
| Wet/dry strength variation;
| Not applicable; | AS 1141.22 RMS (NSW) Method T215
| |
|
|
| Particle size distribution;
| Sieve analysis; | AS 1141.11.1
| |
|
|
| Shape;
| Average least dimension; | AS 1141.20.1 AS 1141.20.2 AS 1141.20.3
| |
|
|
| Shape;
| Proportional calliper; | AS 1141.14
| |
|
|
| Water absorption of fine aggregate;
| Not applicable; | AS 1141.5
| |
|
|
| Bulk density;
| Uncompacted; | AS 1141.4
| |
|
|
| Soundness;
| Degradation factor on fine aggregate; | AS 1141.25.3
| |
|
|
| Bulk density;
| Compacted; | AS 1141.4
| |
|
|
| Particle size distribution;
| Sieve analysis of material finer than 75 μm; | AS 1141.12
| |
|
|
| Particle density of fine aggregate;
| Weighing-in-water; | AS 1141.5
| |
|
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ
| Concrete, grout and mortar;
| Slump flow;
| J-ring; T500; | AS 1012.3.5
| |
|
|
| Slump flow;
| Cone; | AS 1012.3.1
| |
|
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties
| Concrete, grout and mortar;
| Compressive strength;
| Core; | AS 1012.14
| |
|
|
| Mass per unit volume - Hardened concrete;
| Dimensions; | AS 1012.12.1
| |
|
|
| Permeability;
| Volume change with water absorption (permeable voids); | AS 1012.21
| |
|
|
| Mass per unit volume - Fresh concrete;
| In-situ measurement using fixed volume measure; | AS 1012.5
| |
|
|
| Flexural strength;
| Modulus of rupture; | AS 1012.11
| |
|
|
| Compressive strength;
| Cube; | AS 1012.9
| |
|
|
| Compressive strength;
| Cylinder; | AS 1012.9
| |
|
|
| Air content of freshly mixed concrete;
| Reduced air pressure; | AS 1012.4.2
| |
|
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; | AS 1012.8.1
| |
|
|
| Specimen manufacture and curing;
| Manufacture and curing of flexural strength specimens in the laboratory; | AS 1012.8.2
| |
|
|
| Specimen manufacture and curing;
| Manufacture and curing of grout and mortar cubes in the laboratory; | AS 1012.8.3
| |
|
|
| Specimen manufacture and curing;
| In-situ manufacture and curing of grout and mortar cubes; | AS 1012.8.3
| |
|
|
| Specimen manufacture and curing;
| In-situ manufacture and curing of drying shrinkage specimens; | AS 1012.8.4
| |
|
|
| Specimen manufacture and curing;
| In-situ manufacture and curing of cylindrical specimens; | AS 1012.8.1
| |
|
|
| Specimen manufacture and curing;
| Manufacture and curing of drying shrinkage specimens in the laboratory; | AS 1012.8.4
| |
|
|
| Specimen manufacture and curing;
| In-situ manufacture and curing of flexural strength specimens; | AS 1012.8.2
| |
|
|
| Specimen manufacture and curing;
| Manufacture and curing of cylindrical specimens in the laboratory; | AS 1012.8.1
| |
|
|
| Specimen conditioning;
| Wet conditioning of hardened concrete core specimens; | AS 1012.14
| |
|
Evaluation of geotechnical and civil construction material - Masonry, concrete and clay unit properties
| Masonry, concrete and clay units;
| Water absorption;
| Not applicable; | AS 4058 Appendix F
| |
|
Evaluation of geotechnical and civil construction material - Soil classification
| Soils;
| Plasticity index;
| Casagrande; | AS 1289.3.3.1
| |
|
|
| Particle density;
| Not applicable; | AS 1289.3.5.1
| |
|
|
| Linear shrinkage;
| Not applicable; | AS 1289.3.4.1
| |
|
|
| Liquid limit;
| Casagrande one point; | AS 1289.3.1.1 AS 1289.3.1.2
| |
|
|
| Description, identification and classification;
| Not applicable; | AS 1726 Tables 9 and 10 (Laboratory classification only)
| |
|
|
| Sieve analysis;
| Not applicable; | AS 1289.3.6.1 RMS (NSW) Method T106
| |
|
|
| Moisture content;
| Drying oven; | AS 1289.2.1.1 RMS (NSW) Method T120
| |
|
|
| Plastic limit;
| Not applicable; | AS 1289.3.2.1
| |
|
Evaluation of geotechnical and civil construction material - Soil compaction characteristics
| Soils;
| Dry density/moisture content relationship;
| Standard compactive effort; | AS 1289.5.1.1
| |
|
|
| Minimum and maximum dry density;
| Not applicable; | AS 1289.5.5.1
| |
|
|
| Assignment of OMC/MDD;
| Not applicable; | AS 1289.5.4.2
| |
|
|
| Dry density/moisture content relationship;
| Modified compactive effort; | AS 1289.5.2.1
| |
|
Evaluation of geotechnical and civil construction material - Soil engineering properties
| Soils;
| Dispersion;
| Sand equivalent; | AS 1289.3.7.1
| |
|
|
| Fine particle analysis;
| Hydrometer; | AS 1289.3.6.3
| |
|
|
| Penetration in-situ;
| Dynamic cone; | AS 1289.6.3.2
| |
|
|
| Dispersion;
| Emerson class; | AS 1289.3.8.1
| |
|
|
| Bearing ratio;
| Remoulded specimens; | AS 1289.6.1.1 RMS (NSW) Method T117
| |
|
Evaluation of geotechnical and civil construction material - Soil field density
| Soils;
| Field moisture content;
| Nuclear gauge; | AS 1289.5.8.1
| |
|
|
| Moisture ratio assessment of dry back;
| Not applicable; | RC (Vic) Method 316.14
| |
|
|
| Dry density ratio;
| Calculation; | AS 1289.5.4.1
| |
|
|
| Compaction control;
| Hilf; | AS 1289.5.7.1
| |
|
|
| Density index;
| Not applicable; | AS 1289.5.6.1
| |
|
|
| Density - In-situ;
| Nuclear gauge; | AS 1289.5.8.1
| |
|
|
| Moisture ratio;
| Measured; | AS 1289.5.4.1
| |
|
|
| Characteristic field density values;
| Not applicable; | RC (Vic) Method 316.00
| |
|
Evaluation of geotechnical and civil construction material - Soil natural contaminants
| Soils;
| Acidity;
| pH; | AS 1289.4.3.1
| |
|
Evaluation of geotechnical and civil construction material - Soil pre-treatment
| Soils;
| Soil pre-treatment;
| Repeated compaction pre-treatment; | RC (Vic) Method 301.05
| |
|
|
| Soil pre-treatment;
| Not applicable; | AS 1289.1.1 RMS (NSW) Method T102 RMS (NSW) Method T105
| |
|
Evaluation of geotechnical and civil construction material - Soil stabilisation
| Soils;
| Compressive strength;
| Uniaxial unconfined; | AS 5101.4
| |
|
|
| Lime saturation point;
| Not applicable; | RC (Vic) Method 131.01
| |
|
Sample collection
| Concrete, grout and mortar;
| Not applicable;
| Hardened concrete by coring; | AS 1012.14
| |
|
|
| Not applicable;
| Fresh concrete from a mixer; Fresh concrete from deposited concrete; | AS 1012.1
| |
|
| Aggregates;
| Not applicable;
| Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow; | AS 1141.3.1
| |
|
| Soils;
| 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
| |
|
|
| Not applicable;
| Site selection - Random stratified sampling; | AS 1289.1.4.2 RC (Vic) Method 316.10
| |
|