Geotechnical Services (Gympie) Pty Ltd

Site

Geotechnical Services (Gympie) Pty Ltd

Accreditation No.

21185

Site No.

25347

Date of Accreditation

21 Apr 2023

Address

Unit 1/2 Dennis Little Drive
Glanmire, QLD 4570
Australia

geotechnicalservices.com.au

Contact

Mr Jake Davey P: +61 (07) 41283213

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Geotechnical Services (Gympie) Pty Ltd

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12
Shape Flakiness; Proportional calliper

AS 1141.14, AS 1141.15
Bulk density Compacted; Uncompacted AS 1141.4
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 Cylinder

AS 1012.9
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 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 - Soil classification Soils Moisture content; Sieve analysis Drying oven; Fines ratio AS 1289.2.1.1, AS 1289.3.6.1
MR (Qld) Method Q103A, MR (Qld) Method Q253
Cone plasticity index; Linear shrinkage; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index Casagrande; Casagrande four point; Casagrande one point; Cone; Cone four point; Cone one point

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, AS 1289.3.4.1, AS 1289.3.9.1, AS 1289.3.9.2,

MR (Qld) Method Q104A, MR (Qld) Method Q104D,
MR (Qld) Method Q105, MR (Qld) Method Q106, MR (Qld) Method Q252
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, MR (Qld) Method Q142A,

AS 1289.5.2.1, MR (Qld) Method Q142B,
AS 1289.5.4.2, MR (Qld) Method Q144A,
MR (Qld) Method Q145A
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 Density - In-situ; Field moisture content Nuclear gauge

AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM Method N03
Characteristic field density values Not applicable

MR (Qld) Method Q020
Degree of saturation Not applicable

MR (Qld) Method Q146
Compaction control Hilf AS 1289.5.7.1
Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B
Relative compaction Not applicable

MR (Qld) Method Q140A
Dry density ratio Calculation

AS 1289.5.4.1
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
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 Cement content Heat of neutralisation MR (Qld) Method Q134
Compressive strength; Curing of moulded specimens; Laboratory stabilisation of soil; Sample preparation Cement stabilisation; Uniaxial unconfined

MR (Qld) Method Q115, 

MR (Qld) Method Q135A, MR (Qld) Method Q135B, 

MR (Qld) Method Q251A, MR (Qld) Method Q251B
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1, MR (Qld) Method Q060
Not applicable Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling

MR (Qld) Method Q050, MR (Qld) Method Q061
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 face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in-situ

AS 1289.1.2.1, MR (Qld) Method Q060
Not applicable Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling AS 1289.1.4.1, AS 1289.1.4.2,
MR (Qld) Method Q050, MR (Qld) Method Q061

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