National Association of Testing Authorities, Australia
Scope of Accreditation
Ryan & Associates Geo Technical Pty Ltd
Site
Loganholme Laboratory
Accreditation No.
11059
Site No.
14312
Date of Accreditation
23 Aug 1999
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 | Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm |
AS 1141.11.1, AS 1141.12 |
|
| 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 properties | Concrete, grout and mortar | Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
|
| Compressive strength | Cylinder |
AS 1012.9 |
|||
| 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 four point; Cone one point |
AS 1289.3.9.1; MR (Qld) Method Q104A, MR (Qld) Method Q104D |
|
| Plasticity index | Casagrande; Cone |
AS 1289.3.3.1, AS 1289.3.3.2, MR (Qld) Method Q105 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1; MR (Qld) Method Q103A |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1; MR (Qld) Method Q105 |
|||
| Liquid limit | Casagrande four point; Casagrande one point |
AS 1289.3.1.1, AS 1289.3.1.2 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1; MR (Qld) Method Q106 |
|||
| 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 | Modified compactive effort; Standard compactive effort |
AS 1289.5.1.1, AS 1289.5.2.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B |
|||
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2; MR (Qld) Method Q144A |
|||
| Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
|||
| 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 | Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
|
| Density index | Not applicable |
AS 1289.5.6.1 |
|||
| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
|||
| Density - In-situ | Sand-cone |
AS 1289.5.3.1; MR (Qld) Method Q141B |
|||
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
|||
| Density - In-situ; Moisture - 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 |
|||
| 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 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, MR (Qld) Method Q101C, MR (Qld) Method Q101D |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined | MR (Qld) Method Q115 | |
| Sample preparation | UCS (unconfined compression strength) specimens - Field mix | MR (Qld) Method Q251B | |||
| Curing of moulded specimens | Not applicable | MR (Qld) Method Q135B | |||
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck |
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 |
MR (Qld) Method Q050 |
||
| Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
|||
| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow |
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.
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
Accreditation No.
11059
Site No.
14312
Print date
27 Jul 2024
