
National Association of Testing Authorities, Australia
Scope of Accreditation
Fulton Hogan Industries Pty Ltd
Site
Cedar Creek Laboratory
Accreditation No.
2887
Site No.
21083
Date of Accreditation
24 Jul 2012
Contact
Availability
Services not available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
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 | Establishment of Annex Facilities | |
Evaluation of geotechnical and civil construction material - Aggregate binder adhesion | Aggregates | Degree of precoating; Resistance to stripping | Not applicable | AS 1141.50; MR (Qld) Method Q212B; 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 | Particle density of coarse aggregate; Particle density of fine aggregate | Weighing-in-water | AS 1141.5, AS 1141.6.1 | |
Shape | Average least dimension; Crushed faces; Flakiness; Proportional calliper | AS 1141.14, AS 1141.15, AS 1141.18, AS 1141.20.1, AS 1141.20.3, MR (Qld) Method Q201 | |||
Bulk density | Compacted; Uncompacted | AS 1141.4 | |||
Particle size distribution | Sieve analysis of material finer than 75 µm | AS 1141.11.1, AS 1141.12 | |||
Evaluation of geotechnical and civil construction material - Aggregate soundness | Aggregates | Soundness | Degradation factor on coarse aggregate; Exposure to sodium sulfate solution | AS 1141.24; AS 1141.25.2; MR (Qld) Method Q208B | |
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value; Wet/dry strength variation | Not applicable | AS 1141.21, AS 1141.22 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Particle density | Gravimetric | AS 1289.3.5.1 | |
Cone plasticity index; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis | Casagrande four point; Casagrande one point; Cone four point; Cone one point; Drying oven; Fines ratio; Hot plate | AS 1289.2.1.1; AS 1289.2.1.6; 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 1289.3.6.1; AS 1289.3.9.1; AS 1289.3.9.2; MR (Qld) Method Q103A; MR (Qld) Method Q104A; MR (Qld) Method Q104D,;MR (Qld) Method Q105; MR (Qld) Method Q106; MR (Qld) Method Q252; 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; Oversize material treatment; 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, MR (Qld) Method Q143 | |
Evaluation of geotechnical and civil construction material - Soil field density | Soils | Field moisture content | Nuclear gauge | AS 1289.5.8.1, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method Q141A | |
Relative compaction | Not applicable | MR (Qld) Method Q140A | |||
Density - In situ; Dry density ratio | Calculation; Measured | AS 1289.5.4.1 | |||
Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
Density - In situ | Nuclear gauge; Sand-cone | AS 1289.5.3.1, AS 1289.5.8.1, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03, MR (Qld) Method Q141A, MR (Qld) Method Q141B | |||
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 Q113C | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Not applicable; Repeated compaction pre-treatment | AS 1289.1.1; MR (Qld) Method Q101; MR (Qld) Method Q101A; MR (Qld) Method Q101B; MR (Qld) Method Q101C; MR (Qld) Method Q101E | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Cement content; Cement content characteristic values | Heat of neutralisation | MR (Qld) Method Q134, MR (Qld) Method Q020 | |
Compressive strength; Sample preparation | Standard compaction - UCS (unconfined compression strength) specimens; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix; Uniaxial unconfined | MR (Qld) Method Q115, MR (Qld) Method Q135B, MR (Qld) Method Q251A, MR (Qld) Method Q251B | |||
Laboratory stabilisation of soil | Cement; Lime stabilisation | MR (Qld) Method Q135A | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Quarry aggregate from a quarry face; Site selection by spot sampling | AS 1141.3.1; AS 1141.3.2; MR (Qld) Method Q060; MR (Qld) Method Q061 | |
Soils | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.2; MR (Qld) Method Q050 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Hot plate | AS 1289.2.1.6 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Cement content; Cement content characteristic values | Heat of neutralisation | MR (Qld) Method Q134; MR (Qld) Method Q020 |
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.
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Accreditation No.
2887
Site No.
21083
Print date
09 Feb 2025