Qualtest Laboratory (NSW) Pty Ltd

Site

Muswellbrook Laboratory

Accreditation No.

18686

Site No.

23195

Date of Accreditation

02 Dec 2015

Address

9 Glen Munro Road
Muswellbrook, NSW 2333
Australia

qualtest.com.au

Contact

Mr Alan Cullen P: +61 (02) 49684468

Availability

Services available to external clients

Scope of Accreditation

Print scopes

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt Settling

AS 1141.33; RMS (NSW) Method T268
Foreign material in recycled aggregate Manual classification

RMS (NSW) method T276
Weak particles contaminants Sieve analysis

AS 1141.32; RMS (NSW) Method T202
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Crushed faces

RMS (NSW) method T239
Shape Average least dimension

AS 1141 20.1, 20.2; RMS (NSW) Methods T235, T275
Water absorption of coarse aggregate Not applicable

AS 1141.6.1; RMS (NSW) Method T209
Bulk density Compacted

AS 1141.4
Particle size distribution Sieve analysis

AS 1141.11.1; RMS (NSW) Method T201
Shape Flakiness

AS 1141.15
Bulk density Uncompacted

AS 1141.4
Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12; RMS (NSW) Method T203
Particle size distribution Fine particles in road materials

AS 1141.19; RMS (NSW) Method T107;TfNSW T107;
Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1; RMS (NSW) Method T209
Shape Proportional calliper

AS 1141.14; RMS (NSW) Method T213
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable

AS 1141.22; RMS (NSW) Method T215
Aggregate crushing value Not applicable

AS 1141.21; RMS (NSW) Method T205
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 Dimensions

AS 1012.12.1; RMS (NSW) Method T316
Compressive strength Cylinder

AS 1012.9; RMS (NSW) Method T306
Specimen preparation Capping of compressive strength specimens

RMS (NSW) method T305
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; In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1; RMS (NSW) Method T304
Evaluation of geotechnical and civil construction material - Soil classification Soils Plastic limit Not applicable

AS 1289.3.2.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;
Liquid limit Casagrande four point

AS 1289.3.1.1; RMS (NSW) Method T108;TfNSW T108;TfNSW T105;
Sieve analysis Not applicable

AS 1289.3.6.1; RMS (NSW) Method T106;TfNSW T106;
Linear shrinkage Not applicable

AS 1289.3.4.1; RMS (NSW) Method T113;TfNSW T113;
Plasticity index Casagrande

AS 1289.3.3.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;
Moisture content Drying oven

AS 1289.2.1.1; RMS (NSW) Method T120
Liquid limit Casagrande one point

AS 1289.3.1.2
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1; RMS (NSW) Methods T111, T130
Minimum and maximum dry density Not applicable

AS 1289.5.5.1 
Dry density/moisture content relationship Three compaction point

RMS (NSW) method T162
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2 
Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1; RMS (NSW) Method T112
Maximum dry density Not applicable

RMS (NSW) method T164
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 Compaction control Hilf

AS 1289.5.7.1
Density - In-situ Nuclear gauge

AS 1289.5.8.1; RMS (NSW) Method T173
Density - In-situ Sand pouring apparatus

RMS (NSW) method T119
Relative compaction Not applicable

RMS (NSW) method T166
Dry density ratio Calculation

AS 1289.5.4.1
Density - In-situ Sand-cone

AS 1289.5.3.1
Density index Not applicable

AS 1289.5.6.1
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 laboratory bearing properties Soils Bearing ratio Remoulded specimens

AS 1289.6.1.1; RMS (NSW) Methods T117, T132
Compressive strength Uniaxial maximum dry

RMS (NSW) Method T114
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1; RMS (NSW) Method T105;TfNSW T105;
Soil pre-treatment Accelerated weathering pre-treatment

RMS (NSW) Method T103;TfNSW T103;TfNSW T105;
Soil pre-treatment Repeated compaction pre-treatment

RMS (NSW) Method T102;TfNSW T102;TfNSW T105;
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined

RMS (NSW) Methods T116, T131
Sample collection Aggregates Not applicable Quarry aggregate from a drill core; Quarry aggregate from a quarry face; Quarry aggregate from a rock spall; Quarry aggregate from boulders

AS 1141.3.2; RMS (NSW) Method T100
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

AS 1141.3.1; RMS (NSW) Method T100
Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1; RMS (NSW) Method T300
Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ

AS 1289.1.2.1; RMS (NSW) Method T100
Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2
Not applicable Site selection - Random sampling

AS 1289.1.4.1

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.

Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.