National Association of Testing Authorities, Australia
Scope of Accreditation
Soiltech Testing Services Pty Ltd
Site
Active Soiltech Warwick
Accreditation No.
2117
Site No.
18672
Date of Accreditation
25 Mar 2010
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| 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 | Weak particles contaminants | Sieve analysis |
AS 1141.32 |
|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Crushed faces |
AS 1141.18 |
|
| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
|||
| Shape | Flakiness |
AS 1141.15 MR (Qld) Method Q201 |
|||
| Shape | Average least dimension |
AS 1141.20.3 |
|||
| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
|||
| 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 | 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 | Liquid limit | Cone one point |
MR (Qld) Method Q104D |
|
| Sieve analysis | Not applicable |
AS 1289.3.6.1, MR (Qld) Method Q103A |
|||
| Plasticity index; Weighted plasticity index | Cone |
AS 1289.3.3.2, MR (Qld) Method Q105, MR (Qld) Method Q252 |
|||
| Moisture content | Drying oven; Relative moisture content |
AS 1289.2.1.1, MR (Qld) Method Q250 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1 MR (Qld) Method Q105 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1 MR (Qld) Method Q106 |
|||
| Liquid limit | Cone four point |
AS 1289.3.9.1 MR (Qld) Method Q104A |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
|
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 MR (Qld) Method Q144A |
|||
| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
|||
| Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B |
|||
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
|
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
|||
| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
|||
| Density - In-situ | Sand-cone |
AS 1289.5.3.1 MR (Qld) Method Q141B |
|||
| Moisture ratio | Measured |
AS 1289.5.4.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
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 Q113C |
|
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1; |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Stabiliser working time | Bituminous stabilisation time; Cementitious stabilisation time |
MR (Qld) Method Q136A |
|
| Compressive strength | Uniaxial unconfined |
MR (Qld) Method Q115 |
|||
| Sample preparation | Cement stabilisation; Lime stabilisation; Modified compaction - UCS (unconfined compression strength) specimens; Standard compaction - UCS (unconfined compression strength) specimens; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | 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 |
AS 1141.3.1 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; 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, MR (Qld) Method Q050 |
||
| Not applicable | Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile |
AS 1289.1.2.1 MR (Qld) Method Q060 |
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Accreditation No.
2117
Site No.
18672
Print date
20 Apr 2024
