National Association of Testing Authorities, Australia
Scope of Accreditation
Geotechnical Services (Wide Bay) Pty Ltd
Site
Geotechnical Services (Wide Bay) Pty Ltd Bundaberg
Accreditation No.
20956
Site No.
22074
Date of Accreditation
01 Jul 2021
Address
Unit 1/5 Inglis Court
Svensson Heights, QLD 4670
Australia
Contact
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 | Clay and fine silt; Organic impurities; Weak particles contaminants | Colour test; Settling; Sieve analysis |
AS 1141.32, AS 1141.33, AS 1141.34 |
|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density; Particle density of coarse aggregate; Particle size distribution; Shape; Water absorption of coarse aggregate | Average least dimension; Compacted; Crushed faces; Flakiness; Sieve analysis; Sieve analysis of material finer than 75 µm; Uncompacted; Weighing-in-water |
AS 1141.4, AS 1141.6.1, AS 1141.15, MR (Qld) Method Q201 AS 1141.11.1, AS 1141.12 AS 1141.18, AS 1141.20.3 |
|
| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate |
AS 1141.25.2, 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 | Not applicable |
AS 1012.3.1 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength; Mass per unit volume - Hardened concrete | Cube; Cylinder; Dimensions |
AS 1012.9, 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 | Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis; Weighted plasticity index | Casagrande; Casagrande four point; Casagrande one point; Cone; Cone four point; Cone one point; Drying oven |
AS 1289.2.1.1, AS 1289.3.1.1, AS 1289.3.1.2,AS 1289.3.2.1, MR (Qld) Method Q105, AS 1289.3.3.1, AS 1289.3.3.2, AS 1289.3.4.1, MR (Qld) Method Q106, AS 1289.3.6.1, MR (Qld) Methods Q103A, AS 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D, 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; Minimum and maximum dry density; Oversize material | Modified compactive effort; Oversize material treatment; 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 Q143, MR (Qld) Method Q145A, AS 1289.5.5.1 |
|
| 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; Compaction control; Degree of saturation; Density - In-situ; Density index; Dry density ratio; Relative compaction | Calculation; Hilf; Sand-cone |
AS 1289.5.3.1, MR (Qld) Method Q141B, AS 1289.5.4.1, AS 1289.5.7.1, MR (Qld) Method Q020, MR (Qld) method Q140A, MR (Qld) Method Q146 |
|||
| 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 |
|
| 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 | Compressive strength; Curing of moulded specimens; Laboratory stabilisation of soil; Sample preparation | Cement stabilisation; Lime stabilisation; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix; Uniaxial unconfined |
MR (Qld) Method Q135A, MR (Qld) Method Q135B, MR (Qld) Method Q251A, MR (Qld) Method Q251B, MR (Qld) Method Q115 |
|
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling |
AS 1141 3.1, MR (Qld) Method Q060, MR (Qld) Method Q061, MR (Qld) Method Q050 |
|
| 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; Site selection - Random sampling; Site selection - Random stratified sampling |
AS 1289.1.2.1, 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.
Accreditation No.
20956
Site No.
22074
Print date
19 May 2024
