Morrison Geotechnic Pty Limited

Site

Maroochydore Laboratory

Accreditation No.

1169

Site No.

17071

Date of Accreditation

07 Jul 2008

Address

Unit 4 / 81 Wises Road
Maroochydore, QLD 4558
Australia

morrisongeo.com.au

Contact

Ms Gina Flett P: +61 (07) 54439522

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 properties Aggregates Particle size distribution Sieve analysis

AS 1141.11.1

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

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 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

Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Texture depth Sand patch Austroads Method AG:PT/T250
Evaluation of geotechnical and civil construction material - Soil classification Soils Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Plasticity index; Weighted plasticity index Cone AS1289.3.3.2, MR (Qld) Method Q252
Linear shrinkage Not applicable

AS 1289.3.4.1, MR (Qld) Method Q106

Liquid limit Cone four point

AS 1289.3.9.1, MR (Qld) Method Q104A

Liquid limit Cone one point

MR (Qld) Method Q104D

Liquid limit Casagrande four point

AS 1289.3.1.1

Plasticity index Cone

MR (Qld) Method Q105

Liquid limit Cone one point AS1289.3.9.2
Liquid limit Casagrande one point

AS 1289.3.1.2

Description, identification and classification Not applicable

AS 1726 Tables 9 and 10 (Laboratory tests only)

Plastic limit Not applicable

AS 1289 3.2.1, MR (Qld) Method Q105

Plasticity index Casagrande

AS 1289.3.3.1

Moisture content Drying oven; Relative moisture content

AS 1289.2.1.1, MR (Qld) 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 Modified compactive effort

AS 1289.5.2.1, MR (Qld) Method Q142B

Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, MR (Qld) Method Q142A

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

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 Degree of saturation Not applicable

MR (Qld) Method Q146

Field moisture content Nuclear gauge

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

Relative compaction Not applicable

MR (Qld) Method Q140A

Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

Compaction control Hilf

AS 1289.5.7.1

Dry density ratio Calculation

AS 1289.5.4.1

Density index Not applicable

AS 1289.5.6.1

Characteristic field density values Not applicable MR (Qld) Method Q020
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 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
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

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; Sample preparation Cement stabilisation; Lime stabilisation; Not applicable MR (Qld) Method Q135A, MR (Qld) Method Q135B
Compressive strength; Sample preparation UCS specimens - Field mix; UCS specimens - Laboratory mix; Uniaxial unconfined

MR (Qld) Method Q115, 

MR (Qld) Method Q251A, MR (Qld) Method Q251B
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 - Random sampling

AS 12891.4.1, MR (Qld) Method Q050

Not applicable Site selection by spot sampling

MR (Qld) Method Q061

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

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility 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 C2CD2 Annex 2, site no. 25699 is established from 1 September 21 to 30 June 2023 for the Cooroy to Curra Section D2 Project  to provide Civil Construction Testing Services for CPD Contractors Pty Limited, contract no. Q01078-WC-0003

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility 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 C2CD2 Annex Facility, site no. 25616 is established from 21 June 2021 to 30 June 2023 for the Cooroy to Curra Section D2 Project  to provide Civil Construction Testing Services for CPD Contractors Pty Limited, contract no. Q01078-WC-0003

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Annex facility 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 North Harbour Annex Facility, site no. 24234 is established from 11 October 2017 to 31 July 2022 for the Residential Earthworks Development for Hall Contracting, contract no. NH20.

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