Protest Geotechnical Pty Ltd t/a Protest CMT

Protest CMT

Site

Moranbah Laboratory

Accreditation No.

20501

Site No.

24491

Date of Accreditation

08 Apr 2019

Address

4/27 O'Neil Street
Moranbah, QLD 4744
Australia

protestengineering.com

Contact

Mr Jacob Lally P: +61 0419331578

Availability

Services available to external clients

Protest Geotechnical Pty Ltd t/a Protest CMT address map

Scope of Accreditation

Print scopes
Moranbah Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
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 Core; Cylinder AS 1012.9,
AS 1012.14
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 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 Cone plasticity index; Plastic limit; Plasticity index; Weighted plasticity index Casagrande; Cone; Not applicable AS 1289.3.2.1,
AS 1289.3.3.1, AS 1289.3.3.2,
MR (Qld) Method Q105, MR (Qld) Method Q252
Moisture content Drying oven AS 1289.2.1.1
Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point AS 1289.3.1.1, AS 1289.3.1.2,
AS 1289.3.9.1, AS 1289.3.9.2,
MR (Qld) Method Q104A, MR (Qld) Method Q104D
Linear shrinkage; Sieve analysis Fines ratio AS 1289.3.4.1,
 AS 1289.3.6.1, MR (Qld) Method Q103A,
MR (Qld) Method Q106,
MR (Qld) Method Q253
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; Oversize material Modified compactive effort; Not applicable; Rapid; Standard compactive effort
AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2, MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q143, MR (Qld) Method Q144A, 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 Compaction control Hilf

AS 1289.5.7.1

Density - In situ; Field moisture content Nuclear gauge; Sand-cone

AS 1289.5.3.1, MR (Qld) Method Q141B,

AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03

Characteristic field density values Not applicable

MR (Qld) Method Q020

Degree of saturation; Dry density ratio Calculation

AS 1289.5.4.1, MR (Qld) Method Q140A, 

MR (Qld) Method Q146

Moisture ratio Measured

AS 1289.5.4.1

Evaluation of geotechnical and civil construction material - Soil in situ penetration Soils Penetration depth; Penetration in situ Ball embedment; Dynamic cone AS 1289.6.3.2, MR (Qld) Method Q114B,
Austroads Method AGPT/T251
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, MR (Qld) Method Q101E

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Compressive strength; Curing of moulded specimens; Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix; Uniaxial unconfined AS 5101.4,
MR (Qld) Method Q135A, MR (Qld) Method Q135B, MR (Qld) Method Q251A, MR (Qld) Method Q251B
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile

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 stratified sampling

AS 1289.1.4.2, 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 face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile

AS 1289.1.2.1, MR (Qld) Method Q060 

Not applicable Site selection - Random sampling

AS 1289.1.4.1, MR (Qld) Method Q050 

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.