Macquarie Geotechnical Pty Ltd

Site

Rockhampton Laboratory

Accreditation No.

14874

Site No.

25515

Date of Accreditation

11 Nov 2023

Address

286 Denison Street
Rockhampton City, QLD 4700
Australia

macgeo.com.au

Contact

Mr Troy Gasseling P: +61 0422719880

Availability

Services available to external clients

Macquarie Geotechnical Pty Ltd address map

Scope of Accreditation

Print scopes
Rockhampton Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

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

Organic impurities Colour test

AS 1141.34

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Proportional calliper

AS 1141.14

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Particle size distribution Sieve analysis

AS 1141.11.1

Bulk density Compacted; Uncompacted

AS 1141.4

Shape Crushed faces AS 1141.18,
RMS (NSW) Method T239,
TfNSW TS 02799.36
Water absorption of coarse aggregate Not applicable

AS 1141.6.1

Shape Average least dimension

AS 1141.20.1, AS 1141.20.2, AS 1141.20.3

Water absorption of fine aggregate Not applicable

AS 1141.5

Shape Flakiness

AS 1141.15,

MR (Qld) Method Q201
Particle density of fine aggregate Weighing-in-water

AS 1141.5

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Exposure to sodium sulfate solution AS 1141.24
Soundness Degradation factor on source rock MR (Qld) Method Q208B
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
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; Cube; Cylinder

AS 1012.9, AS 1012.14

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 conditioning Wet conditioning of hardened concrete core specimens AS 1012.14 (clause 6.4(d) only)
Specimen manufacture and curing Curing cylinder specimens in the laboratory; Curing flexural strength specimens in the laboratory; In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of drying shrinkage specimens; In situ manufacture and curing of flexural strength specimens

AS 1012.8.1, AS 1012.8.2, AS 1012.8.4


Evaluation of geotechnical and civil construction material - Soil classification Soils Weighted plasticity index Not applicable MR (Qld) Method Q252
Plastic limit Not applicable

AS 1289.3.2.1,

MR (Qld) Method Q105
Plasticity index Casagrande; Cone AS 1289.3.3.1, AS 1289.3.3.2,
MR (Qld) Method Q105
Moisture content Drying oven

AS 1289.2.1.1

Linear shrinkage Not applicable

AS 1289.3.4.1,

MR (Qld) Method Q106
Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1, AS 1289.3.9.2,

MR (Qld) Method Q104A, MR (Qld) Method Q104D
Sieve analysis Not applicable

AS 1289.3.6.1,

MR (Qld) Method Q103A
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
Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1,

MR (Qld) Method Q142B
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2,

MR (Qld) Method Q144A
Oversize material Oversize material treatment MR (Qld) Method Q143
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 Moisture ratio Measured

AS 1289.5.4.1

Compaction control Hilf

AS 1289.5.7.1

Dry density ratio Calculation

AS 1289.5.4.1

Field moisture content Nuclear gauge

AS 1289.5.8.1

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils 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,
MR (Qld) Method Q113A, 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
Sample collection Aggregates Not applicable Quarry aggregate from a rock spall

AS 1141.3.2

Not applicable Aggregate from a stockpile

AS 1141.3.1

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

AS 1012.1

Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow

AS 1289.1.2.1

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling AS 1289.1.4.1, AS 1289.1.4.2

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.