National Association of Testing Authorities, Australia
Scope of Accreditation
Earth Test
Site
Tolga Laboratory
CONSOIL SOLUTIONS PTY LTD trading as Earth Test
Accreditation No.
18563
Site No.
20508
Date of Accreditation
23 Dec 2011
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 |
|
| Clay and fine silt | Settling |
AS 1141.33 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Flakiness |
AS 1141.15, MR (Qld) Method Q201 |
|
| Shape | Average least dimension |
MR (Qld) Method Q202 AS 1141.20.3 |
|||
| Shape | Proportional calliper |
AS 1141.14 |
|||
| Shape | Crushed faces |
MR (Qld) Method Q215 AS 1141.18 |
|||
| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
|||
| Bulk density | Uncompacted |
AS 1141.4 |
|||
| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
|||
| Bulk density | Compacted |
AS 1141.4 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value | Not applicable |
AS 1141.21 |
|
| Wet/dry strength variation | Not applicable |
AS 1141.22, MR (Qld) Method Q205A, MR (Qld) Method Q205B. MR (Qld) Method Q205C |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situ | Concrete, grout and mortar | Compactibility index | Not applicable |
AS 1012.3.4 |
|
| Slump flow | Cone |
AS 1012.3.1 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 |
|
| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
|||
| Compressive strength | Cylinder |
AS 1012.9 |
|||
| Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012.5 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar shrinkage | Concrete, grout and mortar | Drying shrinkage specimen measurement | Not applicable |
AS 1012.13 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1 |
|
| Specimen manufacture and curing | Manufacture and curing of flexural strength specimens in the laboratory |
AS 1012.8.2 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable |
AS 1289.3.6.1 |
|
| Plasticity index | Cone |
AS 1289.3.3.2, MR (Qld) Method Q105 |
|||
| Liquid limit | Casagrande four point |
AS 1289.3.1.1 |
|||
| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1, MR (Qld) Method Q105 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1 |
|||
| Liquid limit | Cone four point |
AS 1289.3.9.1, MR (Qld) Method Q104A |
|||
| Weighted plasticity index | Not applicable | MR (Qld) Method Q252 | |||
| Plasticity index | Casagrande |
AS 1289.3.3.1 |
|||
| Liquid limit | Cone one point |
AS 1289.3.9.2, MR (Qld) Method Q104D |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1, MR (Qld) Method Q106 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2, MR (Qld) Method Q144A |
|
| Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
|||
| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
|||
| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, MR (Qld) Method Q142B |
|||
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A |
|||
| Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Dispersibility | AS 1289.3.8.1 | |
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density index | Not applicable |
AS 1289.5.6.1 |
|
| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
|||
| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
|||
| Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| 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 in-situ penetration | Soils | Penetration in-situ | Dynamic cone |
AS 1289.3.8.1 |
|
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1, |
|
| 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, MR (Qld) Method Q101E |
|
| 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 | Sample preparation | Cement stabilisation |
MR (Qld) Method Q135A |
|
| Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1, MR (Qld) Method Q060 |
|
| Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
|||
| Concrete, grout and mortar | Not applicable | Fresh concrete from deposited concrete |
AS 1012.1 |
||
| Not applicable | Hardened concrete by coring |
AS 1012.14 |
|||
| Soils | Not applicable | Undisturbed soil sampling by open-drive sampler |
AS 1289.1.3.1 |
||
| Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
|||
| Not applicable | Site selection - Random stratified sampling |
AS 1289.1.4.2, MR (Qld) Method Q050 |
|||
| Not applicable | Site selection - Random sampling |
AS 1289.1.4.1, MR (Qld) Method Q050 |
|||
| Not applicable | Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in-situ |
AS 1289.1.2.1, MR (Qld) Method Q060 |
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Accreditation No.
18563
Site No.
20508
Print date
18 Sep 2021