Morrison Geotechnic Pty Limited

Site

Darra Laboratory

Accreditation No.

1169

Site No.

1162

Date of Accreditation

15 Jul 1975

Address

Unit 1, 35 Limestone
Darra, QLD 4076
Australia

morrisongeo.com.au

Contact

Mr Nathaniel O'Haire P: +61 0400014364

Availability

Services available to external clients

Scope of Accreditation

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

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 - Aggregate abrasion Aggregates Abrasion resistance Los Angeles machine value AS 1141.23
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
Clay and fine silt Settling

AS 1141.33

Organic impurities Colour test AS 1141.34
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Particle size distribution Sieve analysis

AS 1141.11.1

Shape Average least dimension

AS 1141.20.3

Water absorption of fine aggregate Not applicable

AS 1141.5

Bulk density Compacted; Uncompacted

AS 1141.4

Particle density of fine aggregate Weighing-in-water

AS 1141.5

Shape Flakiness AS 1141.15, MR (Qld) Method Q201
Shape Crushed faces

AS 1141.18

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Water absorption of coarse aggregate Not applicable

AS 1141.6.1

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on source rock AS 1141.25.1
Soundness Exposure to sodium sulfate solution AS 1141.24
Soundness Degradation factor on coarse aggregate AS 1141.25.2, MR (Qld) Method Q208B
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Aggregate crushing value Not applicable AS 1141.21
Wet/dry strength variation Not applicable AS 1141.22, RMS (NSW) Method T215
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 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 Liquid limit Cone four point

AS 1289.3.9.1, MR (Qld) Method Q104A

Liquid limit Casagrande four point

AS 1289.3.1.1

Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A;

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

Plastic limit Not applicable

AS 1289.3.2.1, MR (Qld) Method Q105

Liquid limit Cone one point

MR (Qld) Method Q104D

Liquid limit Casagrande one point

AS 1289.3.1.2

Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Apparent particle density; Particle density Not applicable

AS 1289.3.5.1

Plasticity index Cone

MR (Qld) Method Q105

Moisture content Drying oven; Relative moisture content

AS 1289.2.1.1, MR (Qld) Method Q250

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

Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Oversize material Oversize material treatment

MR (Qld) Method Q143

Dry density/moisture content relationship Standard compactive effort

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

Dry density/moisture content relationship Modified compactive effort

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

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 Characteristic field density values; Relative compaction Not applicable

MR (Qld) Method Q020, MR (Qld) Method Q140A

Field moisture content Nuclear gauge

AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N02

Density - In-situ Nuclear gauge

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

Degree of saturation Not applicable

MR (Qld) Method Q146

Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

Dry density ratio Calculation

AS 1289.5.4.1

Density index Not applicable

AS 1289.5.6.1

Compaction control Hilf

AS 1289.5.7.1

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 laboratory bearing properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C, RMS (NSW) Method T117 
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

Evaluation of geotechnical and civil construction material - Soil reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Curing of moulded specimens Cement

MR (Qld) Method Q135B

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

Sample collection Aggregates Not applicable Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1, MR (Qld) Method Q060

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

AS 1012.1

Soils Not applicable Site selection by spot sampling

 MR (Qld) Method Q061

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 - 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

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.