009 878 899 Pty Ltd

Site

Gold Coast Laboratory

Accreditation No.

1169

Site No.

1893

Date of Accreditation

01 Jun 2017

Address

Unit 34A, 53 - 57 Link Drive
Yatala, QLD 4207
Australia

morrisongeo.com.au

Contact

Availability

Services available to external clients

Scope of Accreditation

Withdrawn 07 Mar 2023

Gold Coast Laboratory

ISO/IEC 17025 (2005)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion Aggregates Degree of precoating Not applicable

MR (Qld) Method Q216

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

AS 1141.32; MR (Qld) Method Q217

Organic impurities Colour test

AS 1141.34

Clay and fine silt Settling

AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis

AS 1141.11.1; RMS (NSW) Method T201

Ten percent fines value Wet

MR (Qld) Method Q205B

Shape Average least dimension

AS 1141.20.3; MR (Qld) Method Q202

Shape Crushed faces

MR (Qld) Method Q215

Aggregate crushing value Not applicable

AS 1141.21

Particle density of fine aggregate Weighing-in-water

AS 1141.5; MR (Qld) Methods Q214A

Abrasion resistance Los Angeles machine value

AS 1141.23

Soundness Degradation factor on coarse aggregate

AS 1141.25.2; MR (Qld) Method Q208B

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Soundness Degradation factor on source rock

AS 1141.25.1; MR (Qld) Method Q208A

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1; MR (Qld) Method Q214B

Shape Proportional calliper

AS 1141.14

Shape Flakiness

AS 1141.15; MR (Qld) Method Q201

Ten percent fines value Dry

MR (Qld) Method Q205A

Bulk density Compacted; Uncompacted

AS 1141.4

Water absorption of coarse aggregate Not applicable

AS 1141.6.1; MR (Qld) Method Q214B

Wet/dry strength variation Not applicable

AS 1141.22; MR (Qld) Method Q205C; RMS (NSW) Method T215

Water absorption of fine aggregate Not applicable

AS 1141.5; MR (Qld) Method Q214A

Particle size distribution Fine particles in road materials AS 1141 19
Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Cone one point

MR (Qld) Method Q104D

Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106; RMS (NSW) Method T113

Liquid limit Cone four point

AS 1289.3.9.1; MR (Qld) Method Q104A

Plasticity index Casagrande

AS 1289.3.3.1; RMS (NSW) Method T109

Moisture content Microwave oven; Sand bath

AS 1289.2.1.4; MR (Qld) Method Q102B

Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A; MR (Qld) Method Q103B; RMS (NSW) Method T106

Liquid limit Casagrande one point

AS 1289.3.1.2

Liquid limit Casagrande four point

AS 1289.3.1.1; RMS (NSW) Method T108

Moisture content Correlation

MR (Qld) Method Q010

Fine particles in road materials Not applicable

RMS (NSW) Method T107

Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105; RMS (NSW) Method T109

Plasticity index Cone

AS 1289.3.3.2; MR (Qld) Method Q105 

Moisture content Infrared light

AS 1289.2.1.5

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Evaluation of geotechnical and civil construction material - Soil engineering properties Soils Bearing ratio Remoulded specimens

AS 1289.6.1.1; Method Q113A; MR (Qld) Method Q113B; MR (Qld) Method Q113C; RMS (NSW) Method T117

Dispersion Emerson class

AS 1289.3.8.1

Reactivity Shrink/swell

AS 1289.7.1.1

Evaluation of geotechnical and civil construction material - Soil field density Soils Density index Not applicable

AS 1289.5.6.1

Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289.4.3.1

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Withdrawn
Service Product Determinant Technique Procedure Limitations
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 - 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 Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Compressive strength Cylinder

AS 1012.9

Compressive strength Core

AS 1012.14

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14

Specimen manufacture and curing Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index Not applicable AS 4133.4.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120

TfNSW TS 02795.14

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2, MR (Qld) Method Q144A

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1, MR (Qld) Method Q142B, RMS (NSW) Method T112

TfNSW TS 02795.07

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, MR (Qld) Method Q142A, RMS (NSW) Method T111

TfNSW TS 02795.06

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Dry density/moisture content relationship Rapid MR (Qld) Method Q142C
Oversize material Oversize material treatment

MR (Qld) Method Q143

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, MR (Qld) Method Q141A, MR (Qld) NGTM Method N02

Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

Dry density ratio Calculation

AS 1289.5.4.1

Relative compaction Not applicable

MR (Qld) Method Q140A

Degree of saturation Not applicable

MR (Qld) Method Q146

Density - In-situ Nuclear gauge

AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N03

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone AS 1289.6.3.2, MR (Qld) Method Q114B
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D, RMS (NSW) Method T102;TfNSW T102;TfNSW T105;, RMS (NSW) Method T105

TfNSW TS 02794.02,TfNSW TS 02795.01

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Curing of moulded specimens Not applicable MR (Qld) Method Q135B
Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

Sample preparation Cement stabilisation; Lime stabilisation MR (Qld) Method Q135A
Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B 
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1, MR (Qld) Method Q060

Concrete, grout and mortar Not applicable Hardened concrete by coring

AS 1012.14

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

AS 1012.1

Soils Not applicable Site selection - Random stratified sampling

AS 1289.1.4.2, MR (Qld) Method Q050

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, MR (Qld) Method Q060, RMS (NSW) Method T100

TfNSW TS 02794.01

Not applicable Site selection by spot sampling

 MR (Qld) Method Q061

Not applicable Site selection - Random sampling

AS 1289.1.4.1, MR (Qld) Method Q050

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.