National Association of Testing Authorities, Australia
Scope of Accreditation
Bryce Geotechnical Services Pty Ltd
Site
Bryce Geotechnical Services Pty Ltd
Accreditation No.
21013
Site No.
25262
Date of Accreditation
14 Jun 2022
Address
252 Denison St
Rockhampton, QLD 4700
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 binder adhesion | Aggregates | Degree of precoating | Not applicable | MR (Qld) Method Q216 | |
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt; Organic impurities; Weak particles contaminants | Colour test; Settling; Sieve analysis | AS 1141.32, AS 1141.33, AS 1141.34 | |
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density; Particle density of fine aggregate; Water absorption of fine aggregate | Compacted; Uncompacted; Weighing-in-water |
AS 1141.4, AS 1141.5 |
|
| Shape | Average least dimension |
AS 1141.20.3 |
|||
| Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm |
AS 1141.11.1, AS 1141.12 |
|||
| Water absorption of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
| Shape | Proportional calliper | AS 1141.14 | |||
| Shape | Crushed faces; Flakiness |
AS 1141.15, AS 1141.18, MR (Qld) Method Q201 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate | AS 1141.25.2, MR (Qld) Method Q208B | |
| 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 - 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 | Compressive strength | Cylinder |
AS 1012.9 |
|
| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
|||
| 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 |
|
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory |
AS 1012.8.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Sieve analysis | Not applicable | AS 1289.3.6.1, MR (Qld) Method Q103A | |
| 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 |
|||
| Sieve analysis; Weighted plasticity index | Fines ratio | MR (Qld) Method Q252, MR (Qld) Method Q253 | |||
| Liquid limit | Casagrande |
AS 1289.3.1.1, AS 1289.3.1.2 |
|||
| Plasticity index | Casagrande; Cone |
AS 1289.3.3.1, AS 1289.3.3.2, MR (Qld) Method Q105 |
|||
| Moisture content | Correlation; Drying oven; Microwave oven; Relative moisture content |
AS 1289.2.1.1, AS 1289.2.1.4, AS 1289.2.3.1 MR (Qld) Method Q250 |
|||
| Liquid limit | Cone |
AS 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D |
|||
| 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 | Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A |
|||
| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, MR (Qld) Method Q142B |
|||
| 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 | Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
|
| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
|||
| Density - In situ | Sand-cone |
AS 1289.5.3.1, MR (Qld) Method Q141B |
|||
| Density index | Not applicable | AS 1289.5.6.1 | |||
| Dry density ratio; Moisture ratio | Calculation | AS 1289.5.4.1 | |||
| Compaction control | Hilf | AS 1289.5.7.1 | |||
| Density - In situ; Moisture - In situ | Nuclear gauge | AS 1289.5.8.1 | |||
| 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, 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 | |
| Curing of moulded specimens; 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 |
|||
| Cement content | Heat of neutralisation | MR (Qld) Method Q134 | |||
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1 |
|
| 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 |
|||
| Concrete, grout and mortar | Not applicable | 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, AS 1289.1.4.2, MR (Qld) Method Q050 |
||
| 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, MR (Qld) Method Q060 |
|||
| Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
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 (SoA).
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
The Product column may also describe an Item or Material.
The Limitations column may also describe the Range.
Accreditation No.
21013
Site No.
25262
Print date
25 Aug 2026