Protest Geotechnical Pty Ltd

Protest Engineering

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 (07) 55680180

Availability

Services available to external clients

Scope of Accreditation

Print scopes

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 Weak particles contaminants Sieve analysis

AS 1141.32
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Proportional calliper

AS 1141.14
Shape Flakiness

AS 1141.15; MR (Qld) Method Q201
Shape Average least dimension

AS 1141.20.3
Shape Crushed faces

MR (Qld) Method Q215
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 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; Manufacture and curing of cylindrical specimens in the laboratory

AS 1012.8.1
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics Road pavements Aggregate spread rate Tray MR (Qld) Method Q711A
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 Q106; MR (Qld) Method Q103A; 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 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 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 Degree of saturation Not applicable

MR (Qld) Method Q146
Characteristic field density values Not applicable

MR (Qld) Method Q020
Density - In-situ Nuclear gauge; Sand-cone

AS 1289.5.3.1; AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) Method Q141B; MR (Qld) Method NGTM N01; MR (Qld) Method NGTM N03
Field moisture content Nuclear gauge

AS 1289.5.8.1; MR (Qld) Method Q141A; MR (Qld) Method NGTM N01; MR (Qld) Method NGTM N02
Compaction control Hilf

AS 1289.5.7.1
Dry density ratio Calculation

AS 1289.5.4.1
Relative compaction Not applicable

MR (Qld) Method Q140A
Moisture ratio Measured

AS 1289.5.4.1
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone AS 1289.6.3.2; MR (Qld) Method Q114B
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; MR (Qld) Method Q101F
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Laboratory stabilisation of soil Cement

MR (Qld) Method Q135A; MR (Qld) Method Q135B
Laboratory stabilisation of soil Lime stabilisation

MR (Qld) Method Q135A; MR (Qld) Method Q135B
Stabiliser rate of spread rate In-situ measurement MR (Qld) Method Q719
Compressive strength Uniaxial unconfined

MR (Qld) Method Q115
Sample preparation Modified compaction - UCS specimens; Standard compaction; Standard compaction - UCS specimens MR (Qld) Method Q115, 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

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