National Association of Testing Authorities, Australia
Scope of Accreditation
K & H Geotechnical Services Pty Ltd
Site
Parkes Laboratory
Accreditation No.
5613
Site No.
5606
Date of Accreditation
16 Dec 1993
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Suspended 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 | ||
Suspended Evaluation of geotechnical and civil construction material - Concrete, grout and mortar performance | Concrete, grout and mortar | Flexural performance of fibre reinforced concrete; Flexural performance of square panels | 3-Point bend; Beam with third-point loading | ASTM C1609/C1609M EFNARC 3 point bending test on square panels | |
Suspended Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |
Suspended Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density index | Not applicable | AS 1289.5.6.1 | |
Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Organic impurities | Colour test | AS 1141.34; RMS (NSW) Method T260 TfNSW TS 02799.38 | |
Foreign material in recycled aggregate | Manual classification | RMS (NSW) Method T276 TfNSW TS 02799.51 | |||
Clay and fine silt | Settling | AS 1141.33; RMS (NSW) Method T268 TfNSW TS 02799.43 | |||
Weak particles contaminants | Sieve analysis | AS 1141.32; RMS (NSW) Method T202 TfNSW TS 02799.03 | |||
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate | Weighing-in-water | AS 1141.5; AS 1141.6.1; RMS (NSW) Method T209; RMS (NSW) Method T210 TfNSW TS 02799.08,TfNSW TS 02799.09 | |
Shape | Proportional calliper | AS 1141.14; RMS (NSW) Method T213 TfNSW TS 02799.12 | |||
Bulk density | Compacted; Uncompacted | AS 1141.4; RMS (NSW) Method T211; RMS (NSW) Method T212 TfNSW TS 02799.10,TfNSW TS 02799.11 | |||
Particle size distribution | Fine particles in road materials; Sieve analysis | AS 1141.11.1; AS 1141.19; RMS (NSW) Method T201 TfNSW TS 02799.02 | |||
Shape | Flakiness | AS 1141.15 | |||
Shape | Average least dimension; Ratio greatest to least dimension | AS 1141.20.1; AS 1141.20.2; RMS (NSW) Method T235; RMS (NSW) Method T275 TfNSW TS 02799.32,TfNSW TS 02799.50 | |||
Shape | Crushed faces | AS 1141.18; RMS (NSW) Method T239 TfNSW TS 02799.36 | |||
Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Aggregate crushing value | Not applicable | AS 1141.21; RMS (NSW) Method T205 TfNSW TS 02799.06 | |
Wet/dry strength variation | Not applicable | AS 1141.22; RMS (NSW) Method T215 TfNSW TS 02799.13 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ | Concrete, grout and mortar | Slump flow | Cone; J-ring; T500 | AS 1012.3.1; AS 1012.3.5; RMS (NSW) Method T301; ASTM C1611; ASTM C1621 TfNSW TS 02800.02 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar performance | Concrete, grout and mortar | Flexural performance of fibre reinforced concrete; Flexural tensile strength; Flexural toughness of fibre reinforced concrete and shotcrete | Beam with third-point loading; Limit of proportionality; Residual | ASTM C1550; BS EN 14651; EN 14488.3 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar permeability | Concrete, grout and mortar | Permeability | Volume change with water absorption - Permeable voids | AS 1012.21; DIN 1048.5 | |
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; RMS (NSW) Method T316 TfNSW TS 02800.16 | |
Specimen preparation | Capping of compressive strength specimens | RMS (NSW) Method T305 TfNSW TS 02800.06 | |||
Fibre content in fresh concrete | Not applicable | DIN EN 14488.7 (Method B) | |||
Flexural strength | Modulus of rupture | AS 1012.11 | |||
Compressive strength | Cube; Cylinder | AS 1012.9; RMS (NSW) Method T306 TfNSW TS 02800.07 | |||
Compressive strength | Core | AS 1012.14; RMS (NSW) Method T310 TfNSW TS 02800.11 | |||
Indirect tensile strength | Brazil | AS 1012.10 | |||
Mass per unit volume - Hardened concrete | Water displacement | AS 1012.12.2 | |||
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar shrinkage | Concrete, grout and mortar | Drying shrinkage specimen measurement | Not applicable | AS 1012.13 | |
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 | AS 1012.8.1; RMS (NSW) Method T304 TfNSW TS 02800.05 | |
Specimen manufacture and curing | In situ manufacture and curing of cylindrical specimens; In situ manufacture and curing of drying shrinkage specimens; In situ manufacture and curing of flexural strength specimens; In situ manufacture and curing of grout and mortar cubes | AS 1012.8.1; AS 1012.8.2; AS 1012.8.3; AS 1012.8.4; RMS (NSW) Method T304 TfNSW TS 02800.05 | |||
Specimen manufacture and curing | Curing fibre reinforced specimens in the laboratory; Manufacture and curing of fibre reinforced specimens in the field | ASTM C1550; ASTM C1609/1609M; BS EN14651; EFNARC Three point bending test | |||
Specimen conditioning | Dry conditioning of hardened concrete core specimens; Wet conditioning of hardened concrete core specimens | AS 1012.14; RMS (NSW) Method T310 TfNSW TS 02800.11 | |||
Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring | RMS (NSW) Method T160, RMS (NSW) Method T199 TfNSW TS 02795.23,TfNSW TS 02795.57 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Fine particles in road materials | Not applicable | AS 1141.19; RMS (NSW) Method T107;TfNSW T107; TfNSW TS 02795.03 | |
Plastic limit | Not applicable | AS 1289.3.2.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 | |||
Plasticity index | Casagrande | AS 1289.3.3.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 | |||
Liquid limit | Casagrande four point; Casagrande one point | AS 1289.3.1.1; AS 1289.3.1.2; RMS (NSW) Method T108;TfNSW T108;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.04 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1; RMS (NSW) Method T113;TfNSW T113; TfNSW TS 02795.08 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1; RMS (NSW) Methods T106;TfNSW T106; TfNSW TS 02795.02 | |||
Moisture content | Drying oven | AS 1289.2.1.1; RMS (NSW) Method T120 TfNSW TS 02795.14 | |||
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 | |
Dry density/moisture content relationship | Modified compactive effort | AS 1289.5.2.1; RMS (NSW) Method T112 TfNSW TS 02795.07 | |||
Dry density/moisture content relationship | Standard compactive effort | AS 1289.5.1.1; RMS (NSW) Method T111; RMS (NSW) Method T130 TfNSW TS 02795.06,TfNSW TS 02796.01 | |||
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 | Compaction control; Density - In situ | Nuclear gauge | AS 1289.5.8.1; RMS (NSW) Method T173 TfNSW TS 02795.36 | |
Density - In situ | Sand-cone | AS 1289.5.3.1 | |||
Relative compaction | Not applicable | RMS (NSW) Method T166 TfNSW TS 02795.28 | |||
Compaction control | Hilf | AS 1289.5.7.1; RMS (NSW) Method T162 TfNSW TS 02795.24 | |||
Dry density ratio; Moisture ratio | Calculation | AS 1289.5.4.1 | |||
Density - In situ | Sand pouring apparatus | AS 1289.5.3.2; RMS (NSW) Method T119 TfNSW TS 02795.13 | |||
Evaluation of geotechnical and civil construction material - Soil in situ penetration | Soils | Penetration in situ | Dynamic cone | AS 1289.6.3.2; RMS (NSW) Method T161 TfNSW TS 02795.23 | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Compressive strength | Uniaxial maximum dry | RMS (NSW) Method T114 TfNSW TS 02795.09 | |
Bearing ratio | Remoulded specimens | AS 1289.6.1.1; RMS (NSW) Method T117; RMS (NSW) Method T132 TfNSW TS 02795.11,TfNSW TS 02796.03 | |||
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment | RMS (NSW) Method T103;TfNSW T103;TfNSW T105; TfNSW TS 02794.03,TfNSW TS 02795.01 | |
Soil pre-treatment | Repeated compaction pre-treatment | AS 1289.1.1; RMS (NSW) Method T102;TfNSW T102;TfNSW T105; TfNSW TS 02794.02,TfNSW TS 02795.01 | |||
Soil pre-treatment | Not applicable | AS 1289.1.1; RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 | |||
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 | Compressive strength | Uniaxial unconfined | RMS (NSW) Method T116; RMS (NSW) Method T131 TfNSW TS 02795.10,TfNSW TS 02796.02 | |
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile | AS 1141.3.1 | |
Concrete, grout and mortar | Not applicable | Hardened concrete by coring | AS 1012.14 | ||
Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete | AS 1012.1 | |||
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 truck; Disturbed soil sampling from a windrow; Disturbed soil sampling from an open-drive; Disturbed soil sampling in situ | AS 1289.1.2.1; RMS (NSW) Method T100 TfNSW TS 02794.01 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Suspended Annex facility | 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 | Benalla Precast Factory Annex Facility 2, Site No. 26251, is established from 26 April 2023 until 1 December 2025 for North East Link - Primary Package for Spark NEL DC JV. Contract No. 6400042408 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Suspended Annex facility | 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 | Brisbane Annex Facility 2, Site No. 26220, is established from 10 March 2023 until 1 June 2025 for Brisbane Move (Brisbane Metro Rail Tunnel) Project for Acconia Constructions Australia. Contract No. BM-CA-209-KHG-CNT |
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Accreditation No.
5613
Site No.
5606
Print date
04 Dec 2024