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 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 |
|
| 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 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 |
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| Clay and fine silt | Settling |
AS 1141.33; RMS (NSW) Method T268 TfNSW TS 02799.43 |
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| Weak particles contaminants | Sieve analysis |
AS 1141.32; RMS (NSW) Method T202 TfNSW TS 02799.03 |
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| 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 |
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| Bulk density | Compacted; Uncompacted |
AS 1141.4; RMS (NSW) Method T211; RMS (NSW) Method T212 TfNSW TS 02799.10,TfNSW TS 02799.11 |
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| 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 |
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| Shape | Flakiness |
AS 1141.15 |
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| 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 |
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| Shape | Crushed faces |
AS 1141.18; RMS (NSW) Method T239 TfNSW TS 02799.36 |
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| 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 |
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| 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 |
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| Fibre content in fresh concrete | Not applicable | DIN EN 14488.7 (Method B) | |||
| Flexural strength | Modulus of rupture |
AS 1012.11 |
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| Compressive strength | Cube; Cylinder |
AS 1012.9; RMS (NSW) Method T306 TfNSW TS 02800.07 |
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| Compressive strength | Core |
AS 1012.14; RMS (NSW) Method T310 TfNSW TS 02800.11 |
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| Indirect tensile strength | Brazil |
AS 1012.10 |
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| Mass per unit volume - Hardened concrete | Water displacement |
AS 1012.12.2 |
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| 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 |
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| 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 |
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| 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 |
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| 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 |
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| Plasticity index | Casagrande |
AS 1289.3.3.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105; TfNSW TS 02795.01,TfNSW TS 02795.05 |
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| 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 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1; RMS (NSW) Method T113;TfNSW T113; TfNSW TS 02795.08 |
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| Sieve analysis | Not applicable |
AS 1289.3.6.1; RMS (NSW) Methods T106;TfNSW T106; TfNSW TS 02795.02 |
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| 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 | 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 |
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| 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 |
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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 | 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 |
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| Relative compaction | Not applicable |
RMS (NSW) Method T166 TfNSW TS 02795.28 |
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| Compaction control | Hilf |
AS 1289.5.7.1; RMS (NSW) Method T162 TfNSW TS 02795.24 |
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| Dry density ratio; Moisture ratio | Calculation |
AS 1289.5.4.1 |
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| Density - In-situ | Sand pouring apparatus |
AS 1289.5.3.2; RMS (NSW) Method T119 TfNSW TS 02795.13 |
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| 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 |
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| 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 |
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| Soil pre-treatment | Not applicable |
AS 1289.1.1; RMS (NSW) Method T105;TfNSW T105; TfNSW TS 02795.01 |
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| 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 |
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| Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 |
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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; 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 |
|---|---|---|---|---|---|
| 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 |
|---|---|---|---|---|---|
| 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 | The Brisbane Annex Facility, site no 25261, is acknowledged from 18 May 2020 until 6 May 2024 for the CBGU D&C JV Cross River Rail project, contract no: Q 80371-TW-SC-40038-000 |
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| 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 |
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.
5613
Site No.
5606
Print date
23 Apr 2024
