National Association of Testing Authorities, Australia
Scope of Accreditation
Network Geotechnics Pty Ltd
Site
Seven Hills
Accreditation No.
1318
Site No.
10791
Date of Accreditation
Contact
Availability
Services available to external clients
Scope of Accreditation
Withdrawn
ISO/IEC 17025 (2005)
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 | ||
| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Sieve analysis of material finer than 75 µm |
AS 1141.12 RMS (NSW) Method T203 |
|
| Particle size distribution | Sieve analysis |
AS 1141.11.1 RMS (NSW) Method T201 |
|||
| Particle size distribution | Fine particles in road materials |
RMS (NSW) Method T107 |
|||
| 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 |
|
| 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 |
|
| Modulus of elasticity | Static chord modulus |
AS 1012.17 |
|||
| Specimen preparation | Capping of compressive strength specimens |
RMS (NSW) Method T305 |
|||
| Specimen preparation | Dressing of voids |
RMS (NSW) Method T368 |
|||
| Modulus of elasticity | Poisson's ratio |
AS 1012.17 |
|||
| Compressive strength | Cylinder |
AS 1012.9 RMS (NSW) Method T306 |
|||
| Compressive strength | Core |
AS 1012.14 RMS (NSW) Method T310 |
|||
| Mass per unit volume - Hardened concrete | Water displacement |
AS 1012.12.2 RMS (NSW) Method T317 |
|||
| Air content of freshly mixed concrete | Reduced air pressure |
AS 1012.4.2 RMS (NSW) Method T320 |
|||
| Mass per unit volume - Fresh concrete | In-situ measurement using fixed volume measure |
AS 1012.5 RMS (NSW) Method T303 |
|||
| 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 |
|
| Specimen conditioning | Dry conditioning of hardened concrete core specimens |
AS 1012.14 RMS (NSW) Method T310 |
|||
| Specimen manufacture and curing | In-situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
|||
| Specimen manufacture and curing | In-situ manufacture and curing of flexural strength specimens |
AS 1012.8.2 RMS (NSW) Method T327 |
|||
| Evaluation of geotechnical and civil construction material - Road pavement structural performance | Road pavements | Structural performance evaluation | Benkelman beam; Deflection monitoring |
RMS (NSW) Methods T160, T199 |
|
| Evaluation of geotechnical and civil construction material - Rock properties | Rocks | Compressive strength | Uniaxial load rate controlled |
AS 4133.4.2.1 |
|
| Deformation | Strain rate controlled |
AS 4133.4.3.2 |
|||
| Direct shear strength | Not applicable |
ASTM D5607 |
|||
| Point load strength index | Not applicable |
AS 4133.4.1 RMS (NSW) Method T223 |
|||
| Compressive strength | Uniaxial strain rate controlled |
AS 4133.4.2.2 |
|||
| Direct shear strength; Slake durability index | Not applicable |
AS 4133.3.4 |
|||
| Moisture content | Drying oven |
AS 4133.1.1.1 |
|||
| Deformation | Load rate controlled |
AS 4133.4.3.1 |
|||
| Indirect tensile strength | Brazil |
ASTM D3967 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Moisture content | Drying oven |
AS 1289.2.1.1 RMS (NSW) Method T120 MR (Qld) Method Q102A |
|
| Sieve analysis | Not applicable |
AS 1289.3.6.1 RMS (NSW) Method T106 MR (Qld) Method Q103A |
|||
| Liquid limit | Casagrande four point |
RMS (NSW) Method T108 |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1 RMS (NSW) Method T109 |
|||
| Particle density | Not applicable |
AS 1289.3.5.1 RMS (NSW) Method T127 |
|||
| Liquid limit | Casagrande one point |
AS 1289.3.1.1 AS 1289.3.1.2 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1 RMS (NSW) Method T113 |
|||
| Fine particles in road materials | Not applicable |
RMS (NSW) Method T107 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1 RMS (NSW) Method T109 |
|||
| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Dry density/moisture content relationship; Minimum and maximum dry density | Modified compactive effort |
AS 1289.5.2.1 RMS (NSW) Method T112 MR (Qld) Methods Q142B Q142E |
|
| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 |
|||
| Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Method T162 |
|||
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1 RMS (NSW) Method T111 RMS (NSW) Method T130 MR (Qld) Method Q142A |
|||
| Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
|||
| Maximum dry density | Not applicable |
RMS (NSW) Method T164 |
|||
| Evaluation of geotechnical and civil construction material - Soil engineering properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1 RMS (NSW) Method T117 RMS (NSW) Method T132 RMS (NSW) Method T167 |
|
| Reactivity | Shrink/swell |
AS 1289.7.1.1 |
|||
| Shear strength | Direct shear force |
AS 1289.6.2.2 |
|||
| Shear strength | Direct shear force; Effective angle of internal friction |
MR (Qld) Method Q181A, Q181C |
|||
| Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 RMS (NSW) Method T161 |
|||
| Dispersion | Emerson class |
AS 1289.3.8.1 |
|||
| Fine particle analysis | Hydrometer |
AS 1289.3.6.3 RMS (NSW) Method T190 |
|||
| Penetration in-situ | Perth sand penetrometer |
AS 1289.6.3.3 |
|||
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Density - In-situ | Sand-cone |
AS 1289.5.3.1 |
|
| Moisture ratio | Measured |
AS 1289.5.4.1 |
|||
| Dry density ratio | Calculation |
AS 1289.5.4.1 |
|||
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Density index | Not applicable |
AS 1289.5.6.1 |
|||
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1 RMS (NSW) Method T173 |
|||
| Relative compaction | Not applicable |
RMS (NSW) Method T166 |
|||
| Density - In-situ | Sand pouring apparatus |
RMS (NSW) Method T119 |
|||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Accelerated weathering pre-treatment; Repeated compaction pre-treatment |
RMS (NSW) Method T102 RMS (NSW) Method T103 |
|
| Soil pre-treatment | Not applicable |
AS 1289.1.1 RMS (NSW) Method T105 MR (Qld) Method Q101 |
|||
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
RMS (NSW) Method T116 RMS (NSW) Method T131 |
|
| Sample collection | Aggregates | Not applicable | Aggregate from a conveyor belt; Aggregate from a stockpile; Aggregate from a truck |
AS 1141.3.1 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer; Fresh concrete from deposited concrete |
AS 1012.1 RMS (NSW) Method T300 |
||
| Not applicable | Hardened concrete by coring |
AS 1012.14 |
|||
| Soils | Not applicable | Site selection - Random sampling; Site selection - Random stratified sampling |
AS 1289.1.4.1, 1.4.2 |
||
| Not applicable | Undisturbed soil sampling by open-drive sampler |
AS 1289.1.3.1 |
|||
| Not applicable | Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling in-situ |
AS 1289.1.2.1 RMS (NSW) Method T100 |
ISO/IEC 17025 (2005)
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 | NBHCaNE Annex Facility, Site No. 23706, is established from 24 October 2016 to 2 July 2019 for Roads and Maritime Services Northern Beaches Hospital Connectivity and Network Enhancement, Contract No. MSW.002 for Ferrovial York Joint Venture |
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.
1318
Site No.
10791
Print date
21 Sep 2021