Geotechnical Services (Wide Bay) Pty Ltd

Site

Geotechnical Services (Wide Bay) Pty Ltd Hervey Bay

Accreditation No.

20956

Site No.

2317

Date of Accreditation

01 Jul 2021

Address

107 Old Maryborough Road
Hervey Bay, QLD 4655
Australia

Contact

Mr Elliot Levingston P: +61 (07) 41283213

Availability

Services available to external clients

Scope of Accreditation

Geotechnical Services (Wide Bay) Pty Ltd Hervey Bay

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Accreditation is held to establish new branch sitesGeotechnical Services (Wide Bay) Pty Ltd Gympie Branch Site No: 25347 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
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

Clay and fine silt; Weak particles contaminants Settling; Sieve analysis

AS 1141.32, AS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Bulk density Compacted; Uncompacted AS 1141.4
Particle size distribution Sieve analysis

AS 1141.11.1

Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate Weighing-in-water

AS 1141.5, AS 1141.6.1

Shape Proportional calliper AS 1141.14
Shape Average least dimension; Crushed faces; Flakiness

AS 1141.15, MR (Qld) Method Q201,

AS 1141.20.3, AS 1141.18

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate 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; Cylinder

AS 1012.9, AS 1012.14

Mass per unit volume - Hardened concrete Dimensions; Water displacement

AS 1012.12.1, AS 1012.12.2

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 - Soil classification Soils Linear shrinkage Not applicable AS 1289.3.4.1, MR (Qld) Method Q106
Moisture content Drying oven AS 1289.2.1.1
Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Weighted plasticity index Not applicable MR (Qld) Method Q252
Plastic limit Not applicable AS 1289.3.2.1, MR (Qld) Method Q105
Liquid limit Cone four point; Cone one point AS 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D
Plasticity index Casagrande; Cone AS 1289.3.3.1, AS 1289.3.3.2, MR (Qld) Method Q105
Liquid limit Casagrande four point; Casagrande one point AS 1289.3.1.1, AS 1289.3.1.2
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 Field moisture content Nuclear gauge

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

Dry density ratio Calculation

AS 1289.5.4.1

Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

Degree of saturation Not applicable

MR (Qld) Method Q146

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

Compaction control Hilf AS 1289.5.7.1
Relative compaction Not applicable

MR (Qld) Method Q140A

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 Not applicable MR (Qld) Method Q135B
Cement content Heat of neutralisation

MR (Qld) Method Q134

Sample preparation Cement stabilisation; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) 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 Site selection by spot sampling

MR (Qld) Method Q061

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

MR (Qld) Method Q050

Concrete, grout and mortar Not applicable Fresh concrete from deposited concrete

AS 1012.1

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

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.