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Address Details:
23/16 - 18 Goodman Court
LAUNCESTON, TAS 7250
AUSTRALIA Map
www.rareearthcmt.com.au

Contact Details:
Mr Arlen Thompson
+61(03) 63340834

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 contaminants
Aggregates;
Weak particles contaminants;
Sieve analysis;
AS 1141.32


Coarse aggregate quality;
Visual comparison;
AS 1141.30.1, RC(Vic) Method 372.01
Evaluation of geotechnical and civil construction material - Aggregate properties
Aggregates;
Shape;
Proportional calliper;
AS 1141.14


Particle density of coarse aggregate;
Weighing-in-water;
AS 1141.6.1


Particle size distribution;
Sieve analysis;
AS 1141.11.1


Particle size distribution;
Sieve analysis of material finer than 75 µm;
AS 1141.12


Bulk density;
Compacted; Uncompacted;
AS 1141.4


Shape;
Flakiness;
AS 1141.15


Water absorption of fine aggregate;
Not applicable;
AS 1141.5


Shape;
Average least dimension;
AS 1141.20.1, AS 1141.20.2
Evaluation of geotechnical and civil construction material - Aggregate soundness
Aggregates;
Soundness;
Degradation factor on fine aggregate;
AS 1141.25.3,
RC (Vic) Method 370.05
Evaluation of geotechnical and civil construction material - Aggregate strength
Aggregates;
Wet/dry strength variation;
Not applicable;
AS 1141.22
Evaluation of geotechnical and civil construction material - Soil classification
Soils;
Plastic limit;
Not applicable;
AS 1289.3.2.1


Linear shrinkage;
Not applicable;
AS 1289.3.4.1


Plasticity index;
Casagrande;
AS 1289.3.3.1


Moisture content;
Drying oven;
AS 1289.2.1.1


Liquid limit;
Casagrande four point; Casagrande one point;
AS 1289.3.1.1, AS 1289.3.1.2


Sieve analysis;
Not applicable;
AS 1289.3.6.1
Evaluation of geotechnical and civil construction material - Soil compaction characteristics
Soils;
Dry density/moisture content relationship;
Modified compactive effort; Standard compactive effort;
AS 1289.5.1.1, AS 1289.5.2.1


Assignment of OMC/MDD;
Not applicable;
AS 1289.5.4.2
Evaluation of geotechnical and civil construction material - Soil dispersion
Soils;
Dispersion;
Emerson class;
AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil field density
Soils;
Moisture ratio assessment of dry back;
Not applicable;
RC (Vic) Method 316.14


Characteristic field density values;
Not applicable;
RC (Vic) Method 316.00


Field moisture content;
Nuclear gauge;
AS 1289.5.8.1


Compaction control;
Hilf;
AS 1289.5.7.1


Density - In-situ;
Nuclear gauge;
AS 1289.5.8.1


Dry density ratio;
Calculation;
AS 1289.5.4.1
Evaluation of geotechnical and civil construction material - Soil in-situ penetration
Soils;
Penetration in-situ;
Dynamic cone;
AS 1289.6.3.2
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties
Soils;
Bearing ratio;
Assignment of CBR and percent swell; Remoulded specimens;
AS 1289.6.1.1
RC (Vic) Method 324.01
Evaluation of geotechnical and civil construction material - Soil natural contaminants
Soils;
Acidity;
pH;
AS 1289.4.3.1
Evaluation of geotechnical and civil construction material - Soil pre-treatment
Soils;
Soil pre-treatment;
Not applicable;
AS 1289.1.1
Evaluation of geotechnical and civil construction material - Soil reactivity
Soils;
Reactivity;
Shrink/swell;
AS 1289.7.1.1
Sample collection
Aggregates;
Not applicable;
Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow;
AS 1141.3.1

Aggregates; Soils;
Not applicable;
Site selection - Random stratified sampling;
RC (Vic) Method 316.10

Soils;
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