National Association of Testing Authorities, Australia
Scope of Accreditation
C M Testing Service
Site
Materials Testing Laboratory
Accreditation No.
2062
Site No.
2055
Date of Accreditation
02 Jun 1986
Address
2 Turner Street
Bundaberg, QLD 4670
Australia
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 - Aggregate binder adhesion | Aggregates | Degree of precoating | Not applicable |
MR (Qld) Method Q216 |
|
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Clay and fine silt; Organic impurities | Colour test |
AS 1141.34, AS 1141.33 |
|
| Weak particles contaminants | Sieve analysis |
AS 1141.32 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of fine aggregate | Weighing-in-water |
AS 1141.5 |
|
| Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 |
|||
| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
|||
| Particle density of coarse aggregate | Weighing-in-water |
AS 1141.6.1 |
|||
| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
|||
| Shape | Flakiness |
AS 1141.15, MR (Qld) Method Q201 |
|||
| Shape | Crushed faces |
AS 1141.18 |
|||
| Shape | Proportional calliper |
AS 1141.14 |
|||
| Shape | Average least dimension |
AS 1141.20.3 |
|||
| Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate |
MR (Qld) Method Q208B |
|
| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22 |
|
| 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 | Cylinder |
AS 1012.9 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture and curing | In-situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
|
| Specimen manufacture and curing | Curing cylinder specimens in the laboratory |
AS 1012.8.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Particle density | Not applicable |
AS 1289.3.5.1 |
|
| Plastic limit | Not applicable |
AS 1289.3.2.1, MR (Qld) Method Q105 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1, MR (Qld) Method Q103A |
|||
| Liquid limit | Cone one point |
MR (Qld) Method Q104D |
|||
| Liquid limit | Casagrande four point |
AS 1289.3.1.1 |
|||
| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1 |
|||
| Description, identification and classification | Not applicable |
AS 1726 Tables 9 and 10 (Laboratory tests only) |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1, MR (Qld) Method Q106 |
|||
| Plasticity index | Cone |
AS 1289.3.3.2, MR (Qld) Method Q105 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1 |
|||
| Liquid limit | Cone four point |
AS 1289.3.9.1, MR (Qld) Method Q104A |
|||
| 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, MR (Qld) Method Q144A |
|
| Oversize material | Oversize material treatment |
MR (Qld) Method Q143 |
|||
| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
|||
| Dry density/moisture content relationship | Modified compactive effort |
AS 1289.5.2.1, MR (Qld) Method Q142B |
|||
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, MR (Qld) Method Q142A |
|||
| 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 | Density - In-situ | Sand-cone |
AS 1289.5.3.1, MR (Qld) Method Q141B |
|
| Density index | Not applicable |
AS 1289.5.6.1 |
|||
| Degree of saturation | Not applicable |
MR (Qld) Method Q146 |
|||
| Relative compaction | Not applicable |
MR (Qld) Method Q140A |
|||
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Perth sand penetrometer |
AS 1289.6.3.3 |
|
| Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 |
|||
| 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 Q101D |
|
| Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell |
AS 1289.7.1.1 |
|
| Sample collection | Aggregates | Not applicable | Site selection by spot sampling |
MR (Qld) Method Q061 |
|
| Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1, MR (Qld) Method Q060 |
|||
| Concrete, grout and mortar | Not applicable | 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 | Undisturbed soil sampling by open-drive sampler |
AS 1289.1.3.1 |
|||
| Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in-situ |
AS 1289.1.2.1 |
|||
| 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.
Accreditation No.
2062
Site No.
2055
Print date
08 Dec 2023
