National Association of Testing Authorities, Australia
Scope of Accreditation
Protest Geotechnical Pty Ltd t/a Protest CMT
Site
Moranbah Laboratory
Accreditation No.
20501
Site No.
24491
Date of Accreditation
08 Apr 2019
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 - 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; Manufacture and curing of cylindrical specimens in the laboratory | 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 |
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Accreditation No.
20501
Site No.
24491
Print date
07 Nov 2024