| 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 binder adhesion
| Aggregates;
| Degree of precoating;
| Not applicable;
| MR (Qld) Method Q216
| |
|
Evaluation of geotechnical and civil construction material - Aggregate contaminants
| Aggregates;
| Weak particles contaminants;
| Sieve analysis;
| AS 1141.32
MR (Qld) Method Q217
| |
|
Evaluation of geotechnical and civil construction material - Aggregate properties
| Aggregates;
| Particle size distribution;
| Sieve analysis;
| AS 1141.11.1 | |
|
|
| Shape;
| Average least dimension; Crushed faces; Flakiness; Proportional calliper;
| AS 1141.15; AS 1141.18; AS 1141.20.3
MR (Qld) Method Q201, MR (Qld) Method Q202, MR (Qld) Method Q215
| |
|
SUSPENDED
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
| |
|
SUSPENDED
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties
| Concrete, grout and mortar;
| Compressive strength;
| Cylinder;
| AS 1012.9
| |
|
SUSPENDED
|
| Mass per unit volume - Hardened concrete;
| Dimensions;
| AS 1012.12.1
| |
|
SUSPENDED
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 cylindrical specimens; Manufacture and curing of cylindrical specimens in the laboratory;
| AS 1012.8.1
| |
|
Evaluation of geotechnical and civil construction material - Soil classification
| Soils;
| Cone plasticity index; Linear shrinkage; Liquid limit; Plasticity index; Plastic limit; Weighted plasticity index;
| Casagrande; Cone; Not applicable;
| AS 1289.3.1.1; AS 1289.3.2.1; AS 1289.3.3.1; AS 1289.3.4.1
MR (Qld) Method Q104A; MR (Qld) Method Q104D; MR (Qld) Method Q105; MR (Qld) Method Q106; MR (Qld) Method Q253
| |
|
|
| Moisture content;
| Drying oven; Relative moisture content;
| AS 1289.2.1.1
MR (Qld) Method Q250 | |
|
|
| Sieve analysis;
| Fines ratio;
| AS 1289.3.6.1
MR (Qld) Method Q103A; MR (Qld) Method Q252
| |
|
Evaluation of geotechnical and civil construction material - Soil compaction characteristics
| Soils;
| Compaction to nominated levels;
| Not applicable;
| MR (Qld) Method Q145A
| |
|
|
| Oversize material;
| Oversize material treatment;
| MR (Qld) Method Q143
| |
|
|
| Assignment of OMC/MDD;
| Not applicable;
| MR (Qld) Method Q144A
| |
|
|
| Dry density/moisture content relationship;
| Modified compactive effort; Rapid; Standard compactive effort;
| AS 1289.5.1.1
MR (Qld) Method Q142A; MR (Qld) Method Q142B
| |
|
Evaluation of geotechnical and civil construction material - Soil engineering properties
| Soils;
| Penetration in-situ;
| Dynamic cone;
| AS 1289.6.3.2
MR (Qld) Method Q114B
| |
|
|
| Bearing ratio;
| Remoulded specimens;
| AS 1289.6.1.1
MR (Qld) Method Q113A, MR (Qld) Method Q113C
| |
|
Evaluation of geotechnical and civil construction material - Soil field density
| Soils;
| Characteristic field density values;
| Not applicable;
| MR (Qld) Method Q020
| |
|
|
| Density - In-situ;
| Nuclear gauge; Sand-cone;
| AS 1289.5.3.1, AS 1289.5.4.1, AS 1289.5.8.1;
MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Methods NGTM N01, N02, N03
| |
|
|
| Dry density ratio; Moisture ratio; Relative compaction;
| Not applicable;
| AS 1289.5.4.1
MR (Qld) Method Q140A
| |
|
|
| Degree of saturation;
| Not applicable;
| MR (Qld) Method Q146
| |
|
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
| |
|
Evaluation of geotechnical and civil construction material - Soil stabilisation
| Soils;
| Compressive strength;
| Uniaxial unconfined;
| MR (Qld) Methods Q115, Q135B
| |
|
|
| Sample preparation;
| UCS specimens - Field mix; UCS specimens - Laboratory mix;
| MR (Qld) Method Q251A; MR (Qld) Method Q251B | |
|
|
| Laboratory stabilisation of soil;
| Cement; Lime stabilisation;
| MR (Qld) Method Q135A
| |
|
Sample collection
| Aggregates;
| Not applicable;
| Aggregate from a pavement; Aggregate from a stockpile;
| MR (Qld) Method Q060
| |
|
| Soils;
| Not applicable;
| Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ; Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling;
| MR (Qld) Method Q050, MR (Qld) Method Q060, MR (Qld) Method Q061
| |
|
|
| 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
| |
|
SUSPENDED
| Concrete, grout and mortar;
| Not applicable;
| Fresh concrete from a mixer; Fresh concrete from deposited concrete;
| AS 1012.1
| |
|
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