National Association of Testing Authorities, Australia
Scope of Accreditation
Mareeba Shire Council
Site
Materials Testing Laboratory
Accreditation No.
9523
Site No.
9516
Date of Accreditation
07 Sep 1994
Contact
Availability
Services conditionally 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 |
MR (Qld) Method Q216 |
||
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis | AS 11141.32 | |
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Average least dimension; Flakiness |
AS 1141.15; AS 1141.20.3; MR (Qld) Methods Q201 |
|
| Particle size distribution | Sieve analysis |
AS 1141.11.1 |
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| Bulk density | Compacted; Uncompacted |
AS 1141.4 |
|||
| 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 | Cube; 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 | 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 | Moisture content | Drying oven |
AS 1289.2.1.1 |
|
| Linear shrinkage | Not applicable |
AS 1289.3.4.1, |
|||
| Cone plasticity index; Plasticity index | Casagrande; Cone |
AS 1289.3.3.1, AS 1289.3.3.2, |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1; MR (Qld) Method Q103A |
|||
| 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, |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1, |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship; Oversize material | Modified compactive effort; Oversize material treatment; Standard compactive effort; Three compaction point |
AS 1289.5.1.1, |
|
| Compaction to nominated levels | Not applicable |
MR (Qld) Method Q145A |
|||
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2, |
|||
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In-situ | Nuclear gauge; Sand-cone |
AS 1289.5.3.1, AS 1289.5.8.1, |
|
| Characteristic field density values | Not applicable |
MR (Qld) Method Q020 |
|||
| Compaction control; Density index; Dry density ratio; Moisture ratio; Relative compaction | Calculation; Hilf; Measured |
AS 1289.5.4.1; AS 1289.5.6.1; AS 1289.5.7.1; MR (Qld) Method Q140A; MR (Qld) Method Q141A |
|||
| Degree of saturation |
MR (Qld) Method Q146 |
||||
| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | 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, |
|
| 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 |
|
| Sample collection | Aggregates | Not applicable | Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a truck |
AS1141.3.1 |
|
| Aggregates; Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in-situ |
AS 1289.1.2.1, MR (Qld) Method Q060, MR (Qld) Method Q061 |
||
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer |
AS 1012.1 |
||
| Soils | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling; Site selection - Systematic random stratified sampling |
AS 1289.1.4.1, AS 1289.1.4.2, |
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.
9523
Site No.
9516
Print date
18 Apr 2024
