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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

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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;
Ratio greatest to least dimension;
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;
Cone;
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;
Reduced air pressure;
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;
Uniaxial maximum dry;
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; Fresh concrete from deposited concrete;
AS 1012 1,  RMS (NSW) Method T300


Not applicable;
Fresh concrete from a mixer; Fresh concrete from deposited concrete;
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