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

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 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 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 Average least dimension; Crushed faces; Flakiness

AS 1141.15, MR (Qld) Method Q201,

AS 1141.20.3, AS 1141.18

Soundness Degradation factor on coarse aggregate

MR (Qld) Method Q208B

Soundness Methylene blue value

AS 1141.66

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 Mass per unit volume - Hardened concrete Water displacement

AS 1012.12.2

Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1

Compressive strength Core

AS 1012.14

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 manufacture and curing In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Specimen conditioning Wet conditioning of hardened concrete core specimens

AS 1012.14

Specimen manufacture and curing Curing cylinder specimens in the laboratory

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis Cone; Cone four point; Cone one point; Drying oven

AS 1289.2.1.1, 

AS 1289.3.6.1, MR (Qld) Method Q103A,

MR (Qld) Method Q104A, MR (Qld) Method Q104D,
MR (Qld) Method Q105, MR (Qld) Method Q106
Apparent particle density Not applicable

AS 1289.3.5.1

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 engineering properties Soils Penetration in-situ Dynamic cone

AS 1289.6.3.2, MR (Qld) Method Q114B

Bearing ratio Remoulded specimens

AS 1289.6.1.1, MR (Qld) Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C

Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf AS 1289.5.7.1
Relative compaction Not applicable

MR (Qld) Method Q140A

Density - In-situ Nuclear gauge

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

Characteristic field density values Not applicable

MR (Qld) Method Q020

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

Dry density ratio Calculation

AS 1289.5.4.1

Density - In-situ Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B

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 stabilisation Soils 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

Cement content Heat of neutralisation

MR (Qld) Method Q134

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 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.