
National Association of Testing Authorities, Australia
Scope of Accreditation
Spec Geotechnical Testing Pty Ltd
Site
Spec Geotechnical Testing Bogangar
Accreditation No.
21021
Site No.
25276
Date of Accreditation
02 Nov 2022
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
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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 | ||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Shape | Flakiness | AS 1141.15, MR (Qld) Method Q201 | |
Particle size distribution | Sieve analysis | AS 1141.11.1 | |||
Particle density of coarse aggregate; Water absorption of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
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, RMS (NSW) Method T301 TfNSW TS 02800.02 |
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Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen manufacture | Mixing concrete in the laboratory | AS 1012.8.1 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Plasticity index; Weighted plasticity index | Casagrande; Cone | AS 1289.3.3.1, TfNSW Method T109, MR (Qld) Method Q105, MR (Qld) Method Q252 | |
Cone plasticity index | Not applicable | AS 1289.3.3.2 | |||
Sieve analysis | Fines ratio | AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253, TfNSW Method T106, TfNSW Method T107 | |||
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, MR (Qld) Method Q104A, MR (Qld) Method Q104D, TfNSW Method T108 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1, TfNSW Method T113, MR (Qld) Method Q106 | |||
Plastic limit | Not applicable | AS 1289.3.2.1, TfNSW Method T109, MR (Qld) Method Q105 | |||
Moisture content | Drying oven |
AS 1289.2.1.1, RMS (NSW) Method T120 TfNSW TS 02795.14 |
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Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Compaction to nominated levels | Not applicable | MR (Qld) Method Q145A | |
Maximum dry density | Not applicable |
RMS (NSW) Method T164 TfNSW TS 02795.26 |
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Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |||
Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable | AS 1289.5.4.2, MR (Qld) Method Q144A | |||
Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort; Three compaction point |
AS 1289.5.1.1, AS 1289.5.2.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B, RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T162 TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02795.24 |
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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 | Degree of saturation | Not applicable | MR (Qld) Method Q146 | |
Characteristic field density values | Not applicable | MR (Qld) Method Q020 | |||
Density - In-situ; Field moisture content | Nuclear gauge; Sand-cone | AS 1289.5.3.1, AS 1289.5.8.1, RMS (NSW) T173, MR (Qld) Method Q141A, MR (Qld) Method 141B, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03 | |||
Dry density ratio; Moisture ratio | Calculation; Measured | AS 1289.5.4.1 | |||
Density index | Not applicable | AS 1289.5.6.1 | |||
Relative compaction | Not applicable | MR (Qld) Method Q140A | |||
Compaction control | Hilf | AS 1289.5.7.1 | |||
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 Q113B, MR (Qld) Method Q113C, RMS (NSW) Method T117, RMS (NSW) Method T132, RMS (NSW) Method T167 TfNSW TS 02795.11,TfNSW TS 02796.03,TfNSW TS 02795.29 |
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Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; 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 Q101D), MR (Qld) Method Q101E, MR (Qld) Method Q101F, TfNSW Method T102, TfNSW Method T103, TfNSW Method T105 | |
Evaluation of geotechnical and civil construction material - Soil reactivity | Soils | Reactivity | Shrink/swell | AS 1289.7.1.1 | |
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Laboratory stabilisation of soil | Lime stabilisation; Lime, cement and bitumen | MR (Qld) Method Q135A, MR (Qld) Method Q135B | |
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 |
AS 5101.4, MR (Qld) Method Q115, MR (Qld) Method Q251A, MR (Qld) Method Q251B, RMS (NSW) Method T116, RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 |
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Sample collection | Aggregates | Not applicable | Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile |
AS 1141.3.1, RMS (NSW) Method T100 TfNSW TS 02794.01 |
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Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1, RMS (NSW) Method T300 TfNSW TS 02800.01 |
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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; Site selection - Random stratified sampling; Site selection by spot sampling |
AS 1289.1.2.1, AS 1289.1.4.1, AS 1289.1.4.2, RMS (NSW) Method T100, TfNSW Method T105, MR (Qld) Method Q050, MR (Qld) Method Q060, MR (Qld) Method Q061 TfNSW TS 02794.01,TfNSW TS 02795.01 |
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Accreditation No.
21021
Site No.
25276
Print date
03 Dec 2023