
National Association of Testing Authorities, Australia
Scope of Accreditation
Geo Civil Laboratories Pty Ltd
Site
Central Queensland Laboratory
Accreditation No.
21626
Site No.
26046
Date of Accreditation
13 Mar 2026
Contact
Mr William Coffison P: +61 0427422893
Availability
Services available to external clients
Supervision
Not Applicable
Scope of Accreditation
Central Queensland Laboratory
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis | AS 1141.11.1 | |
| 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 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 | Linear shrinkage | Not applicable | AS 1289.3.4.1, MR (Qld) Method Q106 | |
| Sieve analysis | Not applicable | AS 1289.3.6.1, MR (Qld) Method Q103A | |||
| Plasticity index | Cone | AS 1289.3.3.2, MR (Qld) Method Q105, MR (Qld) Method Q252 | |||
| Liquid limit | Cone | AS 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D | |||
| Moisture content | Drying oven; Relative moisture content | AS 1289.2.1.1, MR (Qld) Method Q250 | |||
| Plastic limit | Not applicable | AS 1289.3.2.1, MR (Qld) Method Q105 | |||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1, MR (Qld) Method Q142A | |
| 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 | |||
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Dry density ratio; Moisture ratio; Relative compaction | Measured | AS 1289.5.4.1, MR (Qld) Method Q140A | |
| Density - In situ; Moisture - In situ | Nuclear gauge | AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM Method N03 | |||
| Compaction control | Hilf | AS 1289.5.7.1 | |||
| Characteristic field density values | Not applicable | MR (Qld) Method Q020 | |||
| Degree of saturation | Not applicable | MR (Qld) Method Q146 | |||
| Density - In situ | Sand-cone | AS 1289.5.3.1, 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 | |
| Evaluation of geotechnical and civil construction material - Soil sample preparation | Soils | Preparation of disturbed samples | 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 | |
| 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; Aggregate from a windrow | AS 1141.3.1, MR (Qld) Method Q060 | |||
| Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | MR (Qld) Method Q050 | |||
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer | AS 1012.1 | ||
| Soils | Not applicable | Site selection by spot sampling | MR (Qld) Method Q061 | ||
| Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling | AS 1289.1.4.1, AS 1289.1.4.2, MR (Qld) Method Q050 | |||
| 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 from an open-drive; Disturbed soil sampling in situ | AS 1289.1.2.1, MR (Qld) Method Q060 |
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.
21626
Site No.
26046
Print date
13 Mar 2026
END OF SCOPE