National Association of Testing Authorities, Australia
Scope of Accreditation
Protest Geotechnical Pty Ltd t/a Protest CMT
Site
Protest CMT – Perth
Accreditation No.
21551
Site No.
25956
Date of Accreditation
07 Aug 2025
Address
1/75 Crocker Drive,
Malaga, WA 6090
Australia
Contact
Ms Brooke Elliott
Availability
Services available to external clients
Scope of Accreditation
Protest CMT – Perth
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
Suspended 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 | ||
Suspended Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Foreign material in recycled aggregate | Manual classification | MRWA Method WA 144.1 | |
Suspended Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Moisture content | Drying oven | MRWA Method WA 212.1 | |
| Particle size distribution | Sieve analysis; Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12, MRWA Method WA 210.1 | |||
Suspended Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Point load strength index | Laboratory measurement | AS 4133.4.1 | |
Suspended Evaluation of geotechnical and civil construction material - Rock strength and deformation | Rocks | Compressive strength | Uniaxial load rate controlled; Uniaxial strain rate controlled | AS 4133.4.2.1, AS 4133.4.2.2 | |
Suspended Evaluation of geotechnical and civil construction material - Soil chemical properties | Soils | Calcium carbonate content | Not applicable | MRWA Method WA 915.1 | |
Suspended Evaluation of geotechnical and civil construction material - Soil classification | Soils | Cone plasticity index; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index | Casagrande; Cone | AS 1289.2.1.1, 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, AS 1289.3.9.2, MRWA Method WA 110.1, MRWA Method WA 120.1, MRWA Method WA 120.2, MRWA Method WA 121.1, MRWA Method WA 122.1, MRWA Method WA 123.1, | |
| Sieve analysis | Not applicable | AS 1289.3.6.1, MRWA Method WA 115.1, MRWA Method 115.2 | |||
Suspended Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2 | |
| Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort | AS 1289.5.1.1, AS 1289.5.2.1, MRWA Method WA 132.1, MRWA Method WA 132.2, MRWA Method 133.1, MRWA Method 133.2 | |||
Suspended Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class | AS 1289.3.8.1 | |
Suspended Evaluation of geotechnical and civil construction material - Soil electrical properties | Soils | Electrical resistance | Direct reading | AS 1289.4.4.1 | |
Suspended Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In situ; Field moisture content; Moisture ratio | Nuclear gauge; Statistical selection of reference values | AS 1289.5.8.1, MRWA Method WA 324.2 | |
| Compaction control; Dry density ratio | Calculation; Hilf; Statistical selection of reference values | AS 1289.5.4.1, AS 1289.5.4.3, AS 1289.5.7.1; MRWA Method WA 134,1, MRWA Method WA 136.1 | |||
Suspended Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone; Perth sand penetrometer | AS 1289.6.3.2, AS 1289.6.3.3 | |
Suspended Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS 12898.6.1.1, MRWA Method WA 141.1 | |
| Compressive strength | Uniaxial maximum dry | AS 5101.4, MRWA Method WA 143.1, MRWA Method WA 143.2 | |||
Suspended Evaluation of geotechnical and civil construction material - Soil sample preparation | Soils | Preparation of disturbed samples | Not applicable | AS 1289.1.1, MRWA Method WA 105.1 | |
Suspended Evaluation of geotechnical and civil construction material - Soil thermal properties | Soils | Thermal conductivity | Laboratory measurement | ASTM D5334 | |
Suspended Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a stockpile | AS 1141.3.1, MRWA Method WA 200.1 | |
| Soils | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.1, AS 1289.1.4.2, MRWA Method WA 0.1 | ||
| 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, MRWA Method WA 100.1 |
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.
Accreditation No.
21551
Site No.
25956
Print date
22 Oct 2025
END OF SCOPE