National Association of Testing Authorities, Australia
Scope of Accreditation
Civil Tech Soil Testing Services Pty Ltd
Site
Civil Tech Soil Testing Services Pty Ltd
Accreditation No.
3051
Site No.
3044
Date of Accreditation
24 Dec 1990
Address
81 Downs Street
North Ipswich, QLD 4305
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 |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Water absorption of fine aggregate | Not applicable |
AS 1141.5 |
|
| Shape | Proportional calliper | AS 1141.14 | |||
| Water absorption of coarse aggregate | Not applicable |
AS 1141.6.1 |
|||
| Shape | Average least dimension | AS 1141.20.1, AS 1141.20.3 | |||
| Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
|||
| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
|||
| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
|||
| Shape | Flakiness |
AS 1141.15 MR (Qld) Method Q201 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate |
MR (Qld) Method Q208B |
|
| Soundness | Degradation factor on source rock | AS 1141.25.1 | |||
| 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 - Soil classification | Soils | 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 |
|||
| Liquid limit | Casagrande four point |
AS 1289.3.1.1 |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1 |
|||
| Apparent particle density | Not applicable |
AS 1289.3.5.1 |
|||
| Liquid limit | Cone one point |
MR (Qld) Method Q104D |
|||
| Plasticity index | Cone |
AS 1289.3.3.2 MR (Qld) Method Q105 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1 |
|||
| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1; MR (Qld) Method Q103A |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1 MR (Qld) Method Q142B |
|
| 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 |
|||
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 MR (Qld) Method Q142A |
|||
| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
|||
| 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 | Relative compaction | Not applicable |
MR (Qld) Method Q140A |
|
| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
|||
| Field moisture content | Nuclear gauge |
AS 1289.5.8.1; MR (Qld) Method Q141A |
|||
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
|||
| Density - In-situ | Sand-cone |
AS 1289.5.3.1 MR (Qld) Method Q141B |
|||
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 MR (Qld) Method Q141A |
|||
| Density index | Not applicable |
AS 1289.5.6.1 |
|||
| Moisture ratio | Measured |
AS 1289.5.4.1 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| 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 |
|
| 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 | Curing of moulded specimens | Not applicable |
MR (Qld) Method Q135B |
|
| Compressive strength | Uniaxial unconfined |
MR (Qld) Method Q115 |
|||
| Sample preparation | UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix | MR (Qld) Method Q251A, MR (Qld) Method Q251B | |||
| Laboratory stabilisation of soil | Cement; Lime stabilisation |
MR (Qld) Method Q135A |
|||
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1 |
|
| Soils | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling; Site selection - Systematic random stratified sampling |
MR (Qld) Method Q050 |
||
| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ |
AS 1289.1.2.1 MR (Qld) Method Q060 |
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.
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Accreditation No.
3051
Site No.
3044
Print date
06 Dec 2023
