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Address Details:
23 Nobility Street
MOOLAP, VIC 3224
AUSTRALIA Map

Contact Details:
Mr Daniel Pearce
+61 0410023164

Availability:
Services available to external clients

Attached Departments:

* ANNEX laboratory

SCOPE OF ACCREDITATION   View and Print Scope of Accreditation Printable version

Note: Not all of the columns of the scope of accreditation displayed include data.
The only data displayed is that deemed relevant and necessary for the clear description of the activities and services covered by the scope of accreditation.
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ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION / 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 abrasion
Aggregates;
Abrasion resistance;
Los Angeles machine value;
AS 1141.23
Evaluation of geotechnical and civil construction material - Aggregate properties
Aggregates;
Shape;
Flakiness; Proportional calliper;
AS 1141.14, AS 1141.15


Particle size distribution;
Sieve analysis;
AS 1141.11.1


Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate;
Weighing-in-water;
AS 1141.5, AS 1141.6.1


Bulk density;
Compacted; Uncompacted;
AS 1141.4


Particle size distribution;
Sieve analysis of material finer than 75 µm;
AS 1141.12
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 - Concrete, grout and mortar consistence in-situ
Concrete, grout and mortar;
Slump flow;
Cone;
AS 1012.3.1
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties
Concrete, grout and mortar;
Compressive strength;
Cylinder;
AS 1012.9


Mass per unit volume - Hardened concrete;
Dimensions;
AS 1012.12.1


Mass per unit volume - Fresh concrete;
In-situ measurement using fixed volume measure;
AS 1012.5


Bleeding;
In-situ analysis - Freshly mixed concrete;
AS 1012.6


Air content of freshly mixed concrete;
Reduced air pressure;
AS 1012.4.2
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing
Concrete, grout and mortar;
Specimen manufacture and curing;
Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; In-situ manufacture and curing of drying shrinkage specimens; In-situ manufacture and curing of flexural strength specimens;
AS 1012.8.1, AS 1012.8.2, AS 1012.8.4
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics
Road pavements;
Penetration depth;
Ball embedment;
Austroads methods AGPT/T251
Evaluation of geotechnical and civil construction material - Soil classification
Soils;
Sieve analysis;
Not applicable;
AS 1289.3.6.1


Linear shrinkage;
Not applicable;
AS 1289.3.4.1


Liquid limit;
Casagrande one point;
AS 1289.3.1.1, 3.1.2


Moisture content;
Drying oven;
AS 1289.2.1.1


Plasticity index;
Casagrande;
AS 1289.3.3.1


Weighted plasticity index;
Not applicable;
RC (Vic) Method 326.01


Plastic limit;
Not applicable;
AS 1289.3.2.1
Evaluation of geotechnical and civil construction material - Soil compaction characteristics
Soils;
Dry density/moisture content relationship;
Standard compactive effort;
AS 1289.5.1.1


Minimum and maximum dry density;
Not applicable;
AS 1289.5.5.1


Dry density/moisture content relationship;
Modified compactive effort;
AS 1289.5.2.1


Assignment of OMC/MDD; Minimum and maximum dry density;
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;
Density - In-situ; Field moisture content;
Nuclear gauge;
AS 1289.5.8.1


Moisture ratio assessment of dry back;
Not applicable;
RC (Vic) Method 316.14


Density index;
Not applicable;
AS 1289.5.6.1


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


Compaction control;
Hilf;
AS 1289.5.7.1




AS 1289.5.4.1
Evaluation of geotechnical and civil construction material - Soil in-situ penetration
Soils;
Penetration in-situ;
Perth sand penetrometer;
AS 1289.6.3.3


Penetration in-situ;
Dynamic cone;
AS 1289.6.3.2
Evaluation of geotechnical and civil construction material - Soil in-situ strength
Soils;
Bearing strength - In-situ;
Plate bearing;
DIN 18134
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties
Soils;
Bearing ratio;
Remoulded specimens;
AS 1289.6.1.1


Bearing ratio;
Assignment of CBR and percent swell;
RC (Vic) Method 301.04, 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 permeability
Soils;
Permeability;
Falling head for a remoulded specimen;
AS 1289.6.7.2


Permeability;
Constant head for a remoulded specimen;
AS 1289.6.7.1
Evaluation of geotechnical and civil construction material - Soil pre-treatment
Soils;
Soil pre-treatment;
Not applicable;
AS 1289.1.1
RC (Vic) Method 301.01


Soil pre-treatment;
Repeated compaction pre-treatment;
RC (Vic) Method 301.05
Evaluation of geotechnical and civil construction material - Soil stabilisation
Soils;
Laboratory stabilisation of soil;
Lime stabilisation;
RC (Vic) Method 301.03


Laboratory stabilisation of soil;
Cement;
RC (Vic) Method 301.06
Sample collection
Concrete, grout and mortar;
Not applicable;
Fresh concrete from a mixer;
AS 1012.1

Aggregates;
Not applicable;
Aggregate from a conveyor belt; Aggregate from a pavement; Aggregate from a stockpile;
AS 1141.3.1

Soils;
Not applicable;
Site selection - Random sampling; Site selection - Random stratified sampling;
AS 1289.1.4.1, 1.4.2
RC (Vic) Method 316.10


Not applicable;
Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile;
AS 1289.1.2.1
  • ANNEX laboratory

  • ISO/IEC 17025 (2005)
    Infrastructure and Asset Integrity

    SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION/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;