| 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;
| Miles Branch Site
2/30628 Warrego Highway
Miles Qld 4415
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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;
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Evaluation of geotechnical and civil construction material - Aggregate binder adhesion
| Aggregates;
| Degree of precoating;
| Not applicable;
| MR (Qld) Method Q216
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Evaluation of geotechnical and civil construction material - Aggregate contaminants
| Aggregates;
| Clay and fine silt; Organic impurities;
| Settling;
| AS 1141.33; AS 1141.34
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| Weak particles contaminants;
| Sieve analysis;
| AS 1141.32; MR (Qld) Method Q217
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Evaluation of geotechnical and civil construction material - Aggregate properties
| Aggregates;
| Particle density of fine aggregate;
| Weighing-in-water;
| AS 1141.5
MR (Qld) Method Q214A | |
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| Particle size distribution;
| Fines ratio; Sieve analysis; Sieve analysis of material finer than 75 μm;
| AS 1141.11.1; AS 1141.12; MR (Qld) Method Q253; RMS (NSW) Method T203
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| Bulk density;
| Compacted; Uncompacted;
| AS 1141.4; MR (Qld) Method Q221A; MR (Qld) Method Q221B | |
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| Particle density of coarse aggregate;
| Weighing-in-water;
| AS 1141.6.1; MR (Qld) Method Q214; MR (Qld) Method Q214B
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| Shape;
| Flakiness; Proportional calliper;
| AS 1141.14
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| Shape;
| Crushed faces;
| AS 1141.18; MR (Qld) Method Q215
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| Soundness;
| Degradation factor on coarse aggregate; Degradation factor on fine aggregate; Degradation factor on source rock;
| AS 1141.25.1, AS 1141.25.2; MR (Qld) Method Q208A; MR (Qld) Method Q208B
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| Shape;
| Average least dimension; Flakiness;
| AS 1141.15, AS 1141.20.1, AS 1141.20.2, AS 1141.20.3; MR (Qld) Q201; MR (Qld) Method Q202
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| Wet/dry strength variation;
| Not applicable;
| AS 1141.22; MR (Qld) Methods Q205A. Q205B, Q205C
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Evaluation of geotechnical and civil construction material - Asphalt field density
| Asphalts;
| Characteristic density ratio; Characteristic values; Density ratio and air voids;
| Not applicable;
| AS 2891.14.5; MR (Qld) Method Q020; MR (Qld) Method Q314 | |
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Evaluation of geotechnical and civil construction material - Asphalt performance
| Asphalts;
| Resilient modulus;
| Indirect tensile;
| AS 2891.13.1 | |
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Evaluation of geotechnical and civil construction material - Asphalt volumetric properties
| Asphalts;
| Binder absorption; Binder film index; Bulk density; Sample preparation; Voids and density relationship;
| Calculation; Mensuration; Presaturation; Silicone sealing;
| AS 2891.8; AS 2891.9.2; AS 2891.9.3; MR (Qld) Method Q303A; MR (Qld) Method Q306B; MR (Qld) Method Q306C; MR (Qld) Method Q306D; MR (Qld) Method Q311 | |
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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
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Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties
| Concrete, grout and mortar;
| Mass per unit volume - Hardened concrete;
| Dimensions;
| AS 1012.12.1
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| Compressive strength;
| Core; Cylinder;
| AS 1012.9, AS 1012.14
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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; Specimen manufacture and curing;
| Curing cylinder specimens in the laboratory; Curing grout and mortar cube specimens in the laboratory; Manufacture and curing of cylindrical specimens in the laboratory; Wet conditioning of hardened concrete core specimens;
| AS 1012.8.1, AS 1012.14
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Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics
| Road pavements;
| Penetration depth; Texture depth;
| Ball embedment; Sand patch;
| Austroads Methods AGPT/T 250; AGPT/T251; MR (Qld) Method Q705; MR (Qld) Method Q706 | |
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Evaluation of geotechnical and civil construction material - Soil classification
| Soils;
| Moisture content;
| Microwave oven;
| AS 1289.2.1.4 | |
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| Moisture content;
| Drying oven; Hot plate;
| AS 1289.2.1.1; AS 1289.2.1.6; MR (Qld) Method Q102A; MR (Qld) Method Q102D; RMS (NSW) Method T120
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| Particle density;
| Not applicable;
| AS 1289.3.5.1; MR (Qld) Method Q109; MR (Qld) Method Q109A; MR (Qld) Method Q109B | |
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| Cone plasticity index; Liquid limit; Plasticity index; Plastic limit; Weighted plasticity index;
| Casagrande; Cone;
| AS 1289.3.1.1; AS 1289.3.1.2; AS 1289.3.2.1; AS 1289.3.3.1; AS 1289.3.3.2; AS 1289 3.9.1; AS 1289.3.9.2; MR (Qld) Method Q104A, MR (Qld) Method Q104A (2016), MR (Qld) Method Q104D, MR (Qld) Method Q104D (2016), MR (Qld) Method Q105, MR (Qld) Method Q252; RMS (NSW) Method T108, RMS (NSW) Method T109
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| Moisture content;
| Correlation;
| AS 1289.2.3.1 | |
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| Fine particles in road materials; Sieve analysis;
| Fines ratio; Not applicable;
| AS 1289.3.6.1; MR (Qld) Method Q103A, MR (Qld) Method Q103B, MR (Qld) Method Q253; RMS (NSW) Method T106, RMS (NSW) Method T107
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| Moisture content;
| Correlation; Relative moisture content; Sand bath;
| MR (Qld) Method Q010; MR (Qld) Method Q102B; MR (Qld) Method Q250 | |
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| Linear shrinkage;
| Not applicable;
| AS 1289.3.4.1; MR (Qld) Method Q106; RMS (NSW) Method T113
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics
| Soils;
| Assignment of OMC/MDD; Dry density/moisture content relationship; Oversize material;
| Modified compactive effort; Oversize material treatment; Rapid; Standard compactive effort; Three compaction point;
| AS 1289.5.1.1; AS 1289.5.2.1; AS 1289.5.4.2; MR (Qld) Methods Q142A; Q142A (2014), Q142B. Q142C (2017), Q143, Q144A; RMS (NSW) Methods T111, T112, T162
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| Compaction to nominated levels;
| Not applicable;
| MR (Qld) Method Q145A | |
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Evaluation of geotechnical and civil construction material - Soil engineering properties
| Soils;
| Bearing ratio;
| Remoulded specimens;
| AS 1289.6.1.1; MR (Qld) Methods Q113A, Q113A (2016), Q113B, Q113B (2016), Q113C;Q113C (2016), RMS (NSW) Method T117
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| Penetration in-situ;
| Dynamic cone;
| AS 1289.6.3.2; MR (Qld) Method Q114B | |
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| Dispersion;
| Emerson class; Field dispersion indicator - Clouding; Field dispersion indicator - Slaking; Water repellency;
| AS 1289.3.8.1; MR (Qld) Method Q160, MR (Qld) Method Q161, MR (Qld) Method Q162
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| Resilient modulus;
| Permanent deformation;
| MR (Qld) Method Q139
RMS (NSW) Method T154
Austroads Method AGPT/T305 | |
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Evaluation of geotechnical and civil construction material - Soil field density
| Soils;
| Characteristic field density values; Compaction control; Degree of saturation; Density - In-situ; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction;
| Calculation; Hilf; Nuclear gauge; Sand-cone;
| AS 1289.5.3.1; AS 1289.5.4.1, AS 1289.5.7.1; AS 1289.5.8.1; MR (Qld) Methods Q020, Q140A, Q141A, Q141B, Q146; MR (Qld) Methods NGTM N01; N02; N03; RMS (NSW) Methods T119, T166, T173
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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;
| MR (Qld) Method Q101; MR (Qld) Method Q101A; MR (Qld) Method Q101B; MR (Qld) Method Q101C; MR (Qld) Method Q101D; MR (Qld) Method Q101E; MR (Qld) Method Q101F | |
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| Soil pre-treatment;
| Repeated compaction pre-treatment;
| AS 1289.1.1; MR (Qld) Method Q101: RMS (NSW) Methods T102, T105
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Evaluation of geotechnical and civil construction material - Soil stabilisation
| Soils;
| Lime demand; Stabiliser working time;
| Not applicable;
| MR (Qld) Method Q133; MR (Qld) Method Q136B; RMS (NSW) Method T144 | |
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| Stabiliser rate of spread rate;
| In-situ measurement;
| MR (Qld) Method Q719 | |
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| Sample preparation;
| Cement stabilisation; Foamed bitumen stabilisation; Foamed bitumen stabilisation - Field; Foamed bitumen stabilisation - Laboratory; Lime stabilisation; UCS specimens - Field mix; UCS specimens - Laboratory mix;
| AS 5101.2.2; MR (Qld) Method Q135A, MR (Qld) Method Q135B, MR (Qld) Method Q135C, MR (Qld) Method Q138 (2017), MR (Qld) Method Q138A, MR (Qld) Method Q138B, MR (Qld) Method Q251A, MR (Qld) Method Q251B | |
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| Stabiliser working time;
| Not applicable;
| MR (Qld) Method Q136A | |
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| Laboratory stabilisation of soil;
| Foamed bitumen;
| RMS (NSW) Method T153
Austroads Methods AGPT/T301, AGPT/T302, AGPT/T303 | |
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| Cement content;
| Heat of neutralisation;
| AS 5101.3.3; MR (Qld) Method Q134; Q134 (2014)
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| Compaction;
| Vacuum saturation;
| MR (Qld) Method Q147B | |
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| Compressive strength;
| Uniaxial unconfined;
| AS 5101.4; MR (Qld) Method Q115
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Sample collection
| Asphalts;
| Not applicable;
| Extraction of an asphalt core (dry technique); Extraction of an asphalt core (wet technique);
| AS 2891.1.2; MR (Qld) Method Q302A; MR (Qld) Method Q302B | |
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| Concrete, grout and mortar;
| Not applicable;
| Fresh concrete from a mixer; Hardened concrete by coring;
| AS 1012.1, AS 1012.14
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| Aggregates;
| Not applicable;
| Aggregate from a bin; Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Aggregate from a windrow; Disturbed soil sampling from a pavement;
| AS 1141.3.1
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| Soils;
| Not applicable;
| Site selection - Random sampling; Site selection - Random stratified sampling;
| AS 1289.1.4.1; AS 1289.1.4.2; MR (Qld) Method Q050, Q050 (2016)
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| Not applicable;
| Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Site selection by spot sampling;
| AS 1289.1.2.1; MR (Qld) Methods Q060; Q060 (2014); MR (Qld) Method Q061
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