Protest Geotechnical Pty Ltd t/a Protest CMT

Protest CMT

Site

Darra Laboratory

Accreditation No.

2851

Site No.

2844

Date of Accreditation

23 Jun 2021

Address

1 / 35 Limestone Street
Darra, QLD 4076
Australia

protestengineering.com

Contact

Mr Blake Thomas P: +61 0478967023

Availability

Services available to external clients

Protest Geotechnical Pty Ltd t/a Protest CMT address map

Scope of Accreditation

Print scopes
Darra Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Establishment of annex facilities Materials defined by all or some for which the site is accredited Determinations defined by all or some for which the site is accredited Techniques defined by all or some for which the site is accredited
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Clay and fine silt Settling

AS 1141.33
RMS (NSW) Method T260

TfNSW TS 02799.38

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
RMS (NSW) Method T201, RMS (NSW) Method T203

TfNSW TS 02799.02,TfNSW TS 02799.04

Particle density of coarse aggregate Weighing-in-water AS 1141.6.1
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 Core; Cube; Cylinder AS 1012.9, AS 1012.14
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
Specimen conditioning Wet conditioning of hardened concrete core specimens AS 1012.14 Wet conditioning of hardened concrete core specimens only
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven; Relative moisture content

AS 1289.2.1.1
MR (Qld) Method Q250

RMS (NSW) Method T120

TfNSW TS 02795.14

Cone plasticity index; Linear shrinkage; Liquid limit; Plastic limit; Plasticity index Casagrande; Casagrande four point; Casagrande one point; Cone four point; Cone one point

AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, AS 1289.3.4.1, AS 1289.3.9.1
MR (Qld) Method Q104A, MR (Qld) Method Q104D, MR (Qld) Method Q105, MR (Qld) Q106
TfNSW T108;TfNSW T109;TfNSW T113;

TfNSW TS 02795.04,TfNSW TS 02795.05,TfNSW TS 02795.08

Fine particles in road materials; Sieve analysis Not applicable

AS 1289.3.6.1
MR (Qld) Method Q103A
TfNSW T106; ;TfNSW T107

TfNSW TS 02795.02,TfNSW TS 02795.03

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Maximum dry density; Minimum and maximum dry density; Oversize material Modified compactive effort; Oversize material treatment; Rapid; Standard compactive effort; Three compaction point

AS 1289.5.1.1, AS 12889.5.2.1, AS 1289.5.4.2, AS 1289.5.5.1
MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q143, MR (Qld) Method Q144A, MR (Qld) Method Q145A
RMS (NSW) T111, RMS (NSW) Method T112, RMS (NSW) Method T162, RMS (NSW) Method T164

TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02795.24,TfNSW TS 02795.26

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; Compaction control; Degree of saturation; Density - In situ; Density index; Dry density ratio; Field moisture content; Moisture ratio; Relative compaction Calculation; Hilf; Nuclear gauge; Sand pouring apparatus; Sand-cone

AS 1289.5.3.1, AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1
MR (Qld) Method Q020, MR (Qld) Method Q140A, MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Method Q146, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03
RMS (NSW) Method T119, RMS (NSW) Method T166, RMS (NSW) Method T173

TfNSW TS 02795.13,TfNSW TS 02795.28,TfNSW TS 02795.36

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration in situ Dynamic cone AS 1289.6.3.2
RMS (NSW) Method T161

TfNSW TS 02795.23

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
RMS (NSW) Method T117

TfNSW TS 02795.11

Evaluation of geotechnical and civil construction material - Soil natural contaminants Soils Acidity pH

AS 1289.4.3.1
RMS (NSW) Method T123

TfNSW TS 02795.16

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment

AS 1289.1.1
MR (Qld) Method Q101
TfNSW T102; TfNSW T105

TfNSW TS 02794.02,TfNSW TS 02795.01

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 Stabiliser working time Not applicable MR (Qld) Method Q136A
Curing of moulded specimens Not applicable

MR (Qld) Method Q135B

Compressive strength; Sample preparation Standard compaction - UCS (unconfined compression strength) specimens; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix; Uniaxial unconfined

AS 5101.4
MR (Qld) Method Q115, MR (Qld) Method Q251A, MR (Qld) Method Q251B
RMS (NSW) Method T116, RMS (NSW) Method T131

TfNSW TS 02795.10,TfNSW TS 02796.02

Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck; Site selection by spot sampling

AS 1141.3.1
MR (Qld) Method Q060, MR (Qld) Method Q061

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete; Hardened concrete by coring AS 1012.1, AS 1012.14
Soils 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

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

Mobile Testing Facility

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven; Relative moisture content AS 1289.2.1.1
MR (Qld) Method Q250, RMS (NSW) Method T120

TfNSW TS 02795.14

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Maximum dry density; Minimum and maximum dry density; Oversize material Modified compactive effort; Oversize material treatment; Rapid; Standard compactive effort; Three compaction point AS 1289.5.1.1, AS 12889.5.2.1, AS 1289.5.4.2, AS 1289.5.5.1
MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q143, MR (Qld) Method Q144A, MR (Qld) Method Q145A
RMS (NSW) T111, RMS (NSW) Method T112, RMS (NSW) Method T162, RMS (NSW) Method T164

TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02795.24,TfNSW TS 02795.26

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Curing of moulded specimens Not applicable MR (Qld) Method Q135B

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.