Bryce Geotechnical Services Pty Ltd

Site

Bryce Geotechnical Services Pty Ltd

Accreditation No.

21013

Site No.

25262

Date of Accreditation

14 Jun 2022

Address

198 Denison St
Rockhampton, QLD 4700
Australia

Contact

Mr Daniel Bryce P: +61 0437540834

Availability

Services available to external clients

Bryce Geotechnical Services Pty Ltd address map

Scope of Accreditation

Print scopes
Bryce Geotechnical Services Pty Ltd

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 four point; Casagrande one point

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 four point; Cone one point

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 Dry density/moisture content relationship Standard compactive effort

AS 1289.5.1.1, MR (Qld) Method Q142A

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 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 - In situ; Moisture - In situ Nuclear gauge AS 1289.5.8.1
Dry density ratio; Moisture ratio Calculation AS 1289.5.4.1
Compaction control Hilf AS 1289.5.7.1
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.

Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.