| 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 properties
| Aggregates;
| Moisture content;
| Drying oven; Microwave oven;
| MRWA Method WA212.1
MRWA Method WA212.2 | |
|
|
| Shape;
| Average least dimension;
| AS 1141.20.1
AS 1141.20.2
MRWA Method WA215.1
| |
|
|
| Bulk density;
| Uncompacted;
| AS 1141.4
| |
|
|
| Bulk density;
| Compacted;
| AS 1141.4
| |
|
|
| Particle density of coarse aggregate; Water absorption of coarse aggregate;
| Weighing-in-water;
| AS 1141.6.1 | |
|
|
| Particle size distribution;
| Sieve analysis;
| AS 1141.11.1
MRWA Method WA210.1
| |
|
|
| Shape;
| Proportional calliper;
| AS 1141.14 | |
|
|
| Shape;
| Flakiness;
| AS 1141 15
MRWA Method WA216.1
| |
|
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
| |
|
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties
| Concrete, grout and mortar;
| Compressive strength;
| Cylinder;
| AS 1012.9 | |
|
|
| Mass per unit volume - Hardened concrete;
| Dimensions;
| AS 1012.12.1 | |
|
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 1012.8.1
| |
|
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics
| Road pavements;
| Layer thickness;
| Not applicable;
| MRWA Method WA330.1
| |
|
|
| Texture depth;
| Sand patch;
| MRWA Method WA311.1
| |
|
Evaluation of geotechnical and civil construction material - Soil classification
| Soils;
| Plasticity index;
| Cone;
| AS 1289.3.3.2
MRWA Method WA122.1
| |
|
|
| Liquid limit;
| Cone one point;
| AS 1289.3.9.2
| |
|
|
| Liquid limit;
| Casagrande four point;
| AS 1289.3.1.1
| |
|
|
| Plastic limit;
| Not applicable;
| AS 1289.3.2.1
MRWA Method WA121.1
| |
|
|
| Plasticity index;
| Casagrande;
| AS 1289.3.3.1
| |
|
|
| Description, identification and classification;
| Not applicable;
| AS 1726 Table 9 and 10 (Laboratory classification elements only)
| |
|
|
| Sieve analysis;
| Not applicable;
| AS 1289.3.6.1
MRWA Method WA115.1
MRWA Method WA115.2
| |
|
|
| Liquid limit;
| Cone four point;
| AS 1289.3.9.1
MRWA Method WA120.2
| |
|
|
| Linear shrinkage;
| Not applicable;
| AS 1289.3.4.1
MRWA Method WA123.1
| |
|
|
| Moisture content;
| Drying oven; Microwave oven;
| AS 1289.2.1.1
AS 1289.2.1.4
MRWA Method WA110.1
MRWA Method WA110.2 | |
|
|
| Liquid limit;
| Casagrande one point;
| AS 1289.3.1.2
| |
|
Evaluation of geotechnical and civil construction material - Soil compaction characteristics
| Soils;
| Dry density/moisture content relationship;
| Standard compactive effort;
| AS 1289.5.1.1
MRWA Method WA132.1
MRWA Method WA132.2
| |
|
|
| Dry density/moisture content relationship;
| Modified compactive effort;
| AS 1289.5.2.1
MRWA Method WA133.1
MRWA Method WA133.2
| |
|
Evaluation of geotechnical and civil construction material - Soil field density
| Soils;
| Characteristic field density values;
| Not applicable;
| AS 2891.14.15 | |
|
|
| Dry density ratio;
| Calculation;
| AS 1289.5.4.1
MRWA Method WA134.1
| |
|
|
| Moisture ratio;
| Measured;
| AS 1289.5.4.1
MRWA Method WA136.1
| |
|
|
| Density - In-situ;
| Nuclear gauge;
| AS 1289.5.8.1
MRWA Method WA324.2
| |
|
Evaluation of geotechnical and civil construction material - Soil in-situ penetration
| Soils;
| Penetration in-situ;
| Dynamic cone;
| AS 1289.6.3.2
| |
|
|
| Penetration in-situ;
| Perth sand penetrometer;
| AS 1289.6.3.3
| |
|
Evaluation of geotechnical and civil construction material - Soil in-situ strength
| Soils;
| Impact strength - In-situ;
| Clegg impact;
| AS 1289.6.9.1
| |
|
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties
| Soils;
| Compressive strength;
| Uniaxial maximum dry;
| MRWA Method WA140.1
| |
|
|
| Bearing ratio;
| Remoulded specimens;
| AS 1289.6.1.1
MRWA Method WA141.1
| |
|
Evaluation of geotechnical and civil construction material - Soil natural contaminants
| Soils;
| Soluble salts;
| Classical;
| MRWA Method WA910.1 | |
|
|
| Calcium carbonate content;
| Not applicable;
| MRWA Method WA915.1
| |
|
Evaluation of geotechnical and civil construction material - Soil pre-treatment
| Soils;
| Soil pre-treatment;
| Not applicable;
| AS 1289.1.1
MRWA Method WA105.1
| |
|
Evaluation of geotechnical and civil construction material - Soil reactivity
| Soils;
| Reactivity;
| Shrink/swell;
| AS 1289.7.1.1
| |
|
Evaluation of geotechnical and civil construction material - Soil stabilisation
| Soils;
| Compressive strength;
| Uniaxial unconfined;
| AS 5101.4
MRWA Method WA143.1
| |
|
Sample collection
| Concrete, grout and mortar;
| Not applicable;
| Fresh concrete from a mixer;
| AS 1012.1
| |
|
| Aggregates;
| Not applicable;
| Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow;
| AS 1141.3.1
MRWA Method WA200.1
| |
|
| Soils;
| Not applicable;
| Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from an open-drive; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ; Undisturbed soil sampling by open-drive sampler;
| AS 1289.1.2.1
AS 1289.1.3.1
MRWA Method WA100.1
| |
|
|
| Not applicable;
| Site selection - Random sampling; Site selection - Random stratified sampling;
| AS 1289.1.4.1
AS 1289.1.4.2
MRWA Method WA100.1
MRWA Method WA0.1
| |
|
Printable version