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Aitken Rowe Testing Laboratories Pty Ltd

ARTL ALBURY
| ACCREDITATION NUMBER: 4679 | SITE NUMBER: 23954 |

Address Details:
1/60 Boronia Street
NORTH ALBURY, NSW 2640
AUSTRALIA Map
www.aitkenrowe.com.au
Contact Details:
Mr Josh Galinovic
+61(02) 60401661

Availability:
Services available to external clients
SCOPE OF ACCREDITATION   View and Print Scope of Accreditation Printable version

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  • ISO/IEC 17025 (2017)
    Infrastructure and Asset Integrity
    • SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION / RANGE
    Evaluation of geotechnical and civil construction material - Aggregate properties
    		Aggregates;
    		Shape;

    		RMS (NSW) Method T278


    		Bulk density;
    		Uncompacted;
    		AS 1141 4, RMS (NSW) Method T211


    		Shape;
    		Crushed faces;
    		RMS (NSW) Method T239


    		Aggregate crushing value;

    		AS 1141 21


    		Shape;
    		Flakiness;
    		AS 1141 15


    		Wet/dry strength variation;

    		AS 1141 22,  RMS (NSW) Method T215


    		Particle density of fine aggregate;
    		Weighing-in-water;
    		AS 1141 5, RMS (NSW) Method T210


    		Shape;
    		Average least dimension;
    		AS 1141 20.1, 20.2, 20.3, RMS (NSW) Method T235, 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


    		Water absorption of coarse aggregate;

    		AS 1141 6, RMS (NSW) Method T209


    		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 - Concrete, grout and mortar consistence in-situ
    		Concrete, grout and mortar;
    		Slump flow;

    		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;

    		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;
    		Manufacture and curing of 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;
    		In-situ manufacture and curing of flexural strength specimens;
    		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


    		Specimen manufacture and curing;
    		Manufacture and curing of flexural strength specimens in the laboratory;
    		AS 1012 8.2
    Evaluation of geotechnical and civil construction material - Soil classification
    		Soils;
    		Plastic limit;

    		AS 1289 3.2.1, RMS (NSW) Method T109


    		Particle density;

    		AS 1289 3.5.1


    		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;

    		AS 1289 3.6.1, RMS (NSW) Method T106


    		Linear shrinkage;

    		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, T130


    		Dry density/moisture content relationship;
    		Modified compactive effort;
    		AS 1289 5.2.1, RMS (NSW) Method T112


    		Dry density/moisture content relationship;
    		Three compaction point;
    		RMS (NSW) Method T162
    Evaluation of geotechnical and civil construction material - Soil engineering properties
    		Soils;
    		Bearing ratio;
    		Remoulded specimens;
    		AS 1289 6.1.1, RMS (NSW) Method T117, T132


    		Dispersion;
    		Emerson class;
    		AS 1289 3.8.1


    		Compressive strength;

    		RMS (NSW) Method T114


    		Penetration in-situ;
    		Dynamic cone;
    		AS 1289 6.3.2, RMS (NSW) Method T161
    Evaluation of geotechnical and civil construction material - Soil field density
    		Soils;
    		Compaction control;
    		Hilf;
    		AS 1289 5.7.1


    		Field moisture content;
    		Nuclear gauge;
    		AS 1289 5.8.1, RMS (NSW) Method T173


    		Dry density ratio;
    		Calculation;
    		AS 1289 5.4.1


    		Relative compaction;

    		RMS (NSW) Method T166
    Evaluation of geotechnical and civil construction material - Soil pre-treatment
    		Soils;
    		Soil pre-treatment;
    		Accelerated weathering pre-treatment;
    		RMS (NSW) Method T103


    		Soil pre-treatment;

    		AS 1289 1.1, RMS (NSW) Method T102, T105
    Evaluation of geotechnical and civil construction material - Soil stabilisation
    		Soils;
    		Compressive strength;
    		Uniaxial unconfined;
    		RMS (NSW) Method T116, T131
    Sample collection
    		Concrete, grout and mortar;
    		Not applicable;
    		Fresh concrete from a mixer;
    		AS 1012 1,  RMS (NSW) Method T300


    		Not applicable;
    		Fresh concrete from a mixer;
    		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;
    		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