National Association of Testing Authorities, Australia
Scope of Accreditation
Geotechnical Testing Services Pty Ltd
Site
Soil & Concrete Laboratory
Accreditation No.
842
Site No.
16478
Date of Accreditation
05 Dec 2006
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Suspended Evaluation of geotechnical and civil construction material - Aggregate properties |
Aggregates | Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
|
Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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Suspended Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties |
Concrete, grout and mortar | Compressive strength | Cube; Cylinder |
AS 1012.9 |
|
Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
|||
Suspended 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 |
AS 1012.8.1 |
|
Suspended Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics |
Road pavements | Penetration depth | Ball embedment | Austroads Method AGPT/T251 | |
Suspended Evaluation of geotechnical and civil construction material - Soil classification |
Soils | Plasticity index | Cone |
MR (Qld) Method Q105 |
|
Linear shrinkage | Not applicable |
AS 1289.3.4.1; MR (Qld) Method Q106 |
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Liquid limit | Cone one point |
MR (Qld) Method Q104D |
|||
Plastic limit | Not applicable |
AS 1289.3.2.1; MR (Qld) Method Q105 |
|||
Liquid limit | Cone four point |
MR (Qld) Method Q104A |
|||
Plasticity index | Casagrande |
AS 1289.3.3.1 |
|||
Weighted plasticity index | Not applicable | MR (Qld) Method Q252 | |||
Sieve analysis | Fines ratio | MR (Qld) Method Q253 | |||
Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
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Sieve analysis | Not applicable |
AS 1289.3.6.1, MR (Qld) Method Q103A, |
|||
Liquid limit | Casagrande four point |
AS 1289.3.1.1 |
|||
Suspended Evaluation of geotechnical and civil construction material - Soil compaction characteristics |
Soils | Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
|
Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Method T162 TfNSW TS 02795.24 |
|||
Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 MR (Qld) Method Q144A |
|||
Suspended Evaluation of geotechnical and civil construction material - Soil dispersion |
Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
|
Suspended Evaluation of geotechnical and civil construction material - Soil field density |
Soils | 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) Method NGTM Method N02 |
mobile capability |
||
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 N02, MR (Qld) NGTM Method N03 |
|||
Density index | Not applicable |
AS 1289.5.6.1 |
|||
Relative compaction | Not applicable |
MR (Qld) Method Q140A |
|||
Suspended Evaluation of geotechnical and civil construction material - Soil in-situ penetration |
Soils | Penetration depth | Ball embedment | Austroads Method AGPT/T251 | |
Suspended 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 | |
Suspended Evaluation of geotechnical and civil construction material - Soil pre-treatment |
Soils | Soil pre-treatment | Repeated compaction pre-treatment |
TfNSW T102, TfNSW T105 TfNSW TS 02794.02,TfNSW TS 02795.01 |
|
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 - 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 specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | In-situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
|
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven |
AS 1289.2.1.1 |
mobile capability |
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 |
mobile capability |
Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 |
mobile capability |
||
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Dry density ratio | Calculation |
AS 1289.5.4.1 |
mobile capability |
Compaction control | Hilf |
AS 1289.5.7.1 |
|||
Impact strength - In-situ | Measured |
NFP 94-105 procedure (A, B or C) |
|||
Density - In-situ | Sand-cone |
AS 1289.5.3.1 |
|||
Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone; Perth sand penetrometer |
AS 1289.6.3.2; AS 1289. 6.3.3 |
|
Evaluation of geotechnical and civil construction material - Soil in-situ strength | Soils | Bearing strength - In-situ | Light weight deflectometer (LWD) |
ASTM E2835 |
|
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1 |
|
Sample collection | 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 |
||
Not applicable | Site selection - Random stratified sampling |
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.
842
Site No.
16478
Print date
18 Apr 2024