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

Qualtest Laboratory (NSW) Pty Ltd address map

Scope of Accreditation

Print scopes
Muswellbrook Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Foreign material in recycled aggregate Manual classification

TfNSW TS 02799.51

Weak particles contaminants Sieve analysis

AS 1141.32

TfNSW TS 02799.03

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Crushed faces

TfNSW TS 02799.36

Particle size distribution Sieve analysis

AS 1141.11.1

TfNSW TS 02799.02

Shape Flakiness

AS 1141.15

Water absorption of coarse aggregate Not applicable

AS 1141.6.1

TfNSW TS 02799.08

Shape Average least dimension

AS 1141.20.1, AS 1141.20.2

TfNSW TS 02799.32, TfNSW TS 02799.50
Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

TfNSW TS 02799.04

Bulk density Compacted

AS 1141.4

Bulk density Uncompacted

AS 1141.4

Particle size distribution Fine particles in road materials

AS 1141.19

TfNSW TS 02795.03

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

TfNSW TS 02799.08

Shape Proportional calliper

AS 1141.14

TfNSW TS 02799.12

Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable

AS 1141.22

TfNSW TS 02799.13

Aggregate crushing value Not applicable

AS 1141.21

TfNSW TS 02799.06

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

TfNSW TS 02800.07

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

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

TfNSW TS 02800.05

Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Casagrande four point

AS 1289.3.1.1

TfNSW TS 02795.04

Plastic limit Not applicable

AS 1289.3.2.1

TfNSW TS 02795.05

Sieve analysis Not applicable

AS 1289.3.6.1

TfNSW TS 02795.02

Linear shrinkage Not applicable

AS 1289.3.4.1

TfNSW TS 02795.08

Plasticity index Casagrande

AS 1289.3.3.1

TfNSW TS 02795.05

Moisture content Drying oven

AS 1289.2.1.1

TfNSW TS 02795.14

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 Modified compactive effort

AS 1289.5.2.1

TfNSW TS 02795.07

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1

TfNSW TS 02795.06, TfNSW TS 02796.01

Minimum and maximum dry density Not applicable

AS 1289.5.5.1 

Dry density/moisture content relationship Three compaction point

TfNSW TS 02795.24

Maximum dry density Not applicable

TfNSW TS 02795.26

Assignment of optimum moisture content/maximum dry density (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 Compaction control Hilf

AS 1289.5.7.1

Density - In situ Nuclear gauge

AS 1289.5.8.1

TfNSW TS 02795.36

Density - In situ Sand pouring apparatus

TfNSW TS 02795.13

Relative compaction Not applicable

TfNSW TS 02795.28

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

TfNSW TS 2795.11, TfNSW TS 02796.03
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1

TfNSW TS 02795.01

Soil pre-treatment Accelerated weathering pre-treatment

TfNSW TS 02794.03

Soil pre-treatment Repeated compaction pre-treatment

TfNSW TS 02794.02

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength Uniaxial unconfined TfNSW TS 02795.10, TfNSW TS 02796.02
Sample collection Aggregates 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

TfNSW TS 02794.01

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

TfNSW TS 02794.01

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

TfNSW TS 02800.01

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

TfNSW TS 02794.01

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.