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Morrison Geotechnic Pty Limited

DARRA LABORATORY
| ACCREDITATION NUMBER: 1169 | SITE NUMBER: 1162 |

Address Details:
Unit 1, 35 Limestone
DARRA, QLD 4076
AUSTRALIA Map
www.morrisongeo.com.au
Contact Details:
Mr Michael Morrison
+61(07) 32790900

Availability:
Services available to external clients
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 (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;
Techniques defined by all or some for which the site is accredited;
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;
Organic impurities;
Colour test;
AS 1141.34


Weak particles contaminants;
Sieve analysis;
AS 1141.32


Clay and fine silt;
Settling;
AS 1141.33
Evaluation of geotechnical and civil construction material - Aggregate properties
Aggregates;
Wet/dry strength variation;
Not applicable;
AS 1141.22; RMS (NSW) Method T215


Soundness;
Degradation factor on coarse aggregate;
AS 1141.25.2; MR (Qld) Method Q208B


Shape;
Average least dimension;
AS 1141.20.3


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

AS 1141.6.1; MR (Qld) Method Q214B


Shape;
Crushed faces;
AS 1141.18


Aggregate crushing value;
Not applicable;
AS 1141.21


Shape;
Flakiness;
AS 1141.15; MR (Qld) Method Q201


Particle density of fine aggregate;
Weighing-in-water;
AS 1141.5


Abrasion resistance;
Los Angeles machine value;
AS 1141.23


Soundness;
Exposure to sodium sulfate solution;
AS 1141.24


Water absorption of coarse aggregate;
Not applicable;
AS 1141.6.1


Particle size distribution;
Sieve analysis;
AS 1141.11.1


Soundness;
Degradation factor on source rock;
AS 1141.25.1


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


Bulk density;
Compacted; Uncompacted;
AS 1141.4


Water absorption of fine aggregate;
Not applicable;

AS 1141.5; MR (Qld) Method Q214A
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;
Core;
AS 1012.14


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


Compressive strength;
Cylinder;
AS 1012.9
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


Specimen conditioning;
Wet conditioning of hardened concrete core specimens;
AS 1012.14
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;
Linear shrinkage;
Not applicable;
AS 1289.3.4.1; MR (Qld) Method Q106


Plastic limit;
Not applicable;
AS 1289.3.2.1; MR (Qld) Method Q105


Liquid limit;
Cone one point;
MR (Qld) Method Q104D


Description, identification and classification;
Not applicable;
AS1726 Tables 9 and 10 (Laboratory tests only)


Plasticity index;
Casagrande; Cone;
AS 1289.3.3.1, AS 1289.3.3.2


Liquid limit;
Casagrande one point;
AS 1289.3.1.2


Liquid limit;
Cone four point;
AS 1289.3.9.1; MR (Qld) Method Q104A


Sieve analysis;
Not applicable;
AS 1289.3.6.1; MR (Qld) Method Q103A;


Liquid limit;
Casagrande four point;
AS 1289.3.1.1


Plasticity index;
Cone;
MR (Qld) Method Q105


Moisture content;
Drying oven; Relative moisture content;
AS 1289.2.1.1; MR (Qld) Method Q102A (2016)


Apparent particle density;
Not applicable;
MR (Qld) Method Q109 (2017); MR (Qld) Method Q109A (2017); MR (Qld) Method Q109B (2017)
Evaluation of geotechnical and civil construction material - Soil compaction characteristics
Soils;
Dry density/moisture content relationship;
Standard compactive effort;

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


Oversize material;
Oversize material treatment;
MR (Qld) Method Q143


Dry density/moisture content relationship;
Modified compactive effort;

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


Minimum and maximum dry density;
Not applicable;
AS 1289.5.5.1


Assignment of OMC/MDD;
Not applicable;
AS 1289.5.4.2; MR (Qld) Method Q144A
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


Penetration in-situ;
Dynamic cone;
AS 1289.6.3.2; MR (Qld) Method Q114B
Evaluation of geotechnical and civil construction material - Soil field density
Soils;
Field moisture content;
Nuclear gauge;
AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Method N02


Degree of saturation;
Not applicable;
MR (Qld) Method Q146


Dry density ratio;
Calculation;
AS 1289.5.4.1


Density index;
Not applicable;
AS 1289.5.6.1


Characteristic field density values; Relative compaction;
Not applicable;
MR (Qld) Method Q020; MR (Qld) Method Q140A


Compaction control;
Hilf;
AS 1289.5.7.1


Density - In-situ;
Nuclear gauge;
AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) NGTM Method N01; MR (Qld) NGTM Method N03


Density - In-situ;
Sand-cone;
AS 1289.5.3.1; MR (Qld) Method Q141B
Evaluation of geotechnical and civil construction material - Soil pre-treatment
Soils;
Soil pre-treatment;
Not applicable;

AS 1289.1.1; MR (Qld) Methods Q101, Q101A, Q101B, Q101C, Q101D; RMS (NSW) Method T102, RMS (NSW) Method T105
Evaluation of geotechnical and civil construction material - Soil stabilisation
Soils;
Sample preparation;
Cement stabilisation; Lime stabilisation; UCS specimens - Field mix; UCS specimens - Laboratory mix;
MR (Qld) Method Q135A;
MR (Qld) Method Q251A; MR (Qld) Method Q251B


Compressive strength;
Uniaxial unconfined;
MR (Qld) Method Q115


Curing of moulded specimens;
Cement;
MR (Qld) Method Q135B
Sample collection
Concrete, grout and mortar;
Not applicable;
Fresh concrete from a mixer; Fresh concrete from deposited concrete;
AS 1012.1

Aggregates;
Not applicable;
Aggregate from a stockpile; Aggregate from a truck;
AS 1141.3.1; MR (Qld) Method Q060

Soils;
Not applicable;
Site selection - Random sampling;
AS 1289.1.4.1; MR (Qld) Method Q050


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


Not applicable;
Site selection by spot sampling;
 MR (Qld) Method Q061