National Association of Testing Authorities, Australia
Scope of Accreditation
SGS Australia Pty Ltd
Site
Kalgoorlie Soils Laboratory
Accreditation No.
2418
Site No.
5360
Date of Accreditation
11 Jun 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 |
|---|---|---|---|---|---|
| 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 properties | Concrete, grout and mortar | Compressive strength | Cube |
AS 1012.9 |
|
| Compressive strength | Core |
AS 1012.14 |
|||
| Compressive strength | Cylinder |
AS 1012.9 |
|||
| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 |
|||
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14 |
|
| Specimen manufacture and curing | Curing grout and mortar cube specimens in the laboratory; Manufacture and curing of cylindrical specimens in the laboratory |
AS 1012.8.1, AS 1012.8.3 |
|||
| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Cone four point |
AS 1289.3.9.1, MRWA Method WA120.2 |
|
| Moisture content | Microwave oven |
MRWA Method WA110.2 |
|||
| Plasticity index | Casagrande |
AS 1289.3.3.1, MRWA Method WA122.1 |
|||
| Plastic limit | Not applicable |
AS 1289.3.2.1, MRWA Method WA121.1 |
|||
| Plasticity index | Cone |
AS 1289.3.3.2, MRWA Method WA122.1 |
|||
| Liquid limit | Casagrande one point |
AS 1289.3.1.2 |
|||
| Sieve analysis | Not applicable |
AS 1289.3.6.1, MRWA Method WA115.1, MRWA Method WA115.2 |
|||
| Linear shrinkage | Not applicable |
AS 1289.3.4.1, MRWA Method WA123.1 |
|||
| Moisture content | Drying oven |
AS 1289.2.1.1, MRWA Method WA110.1 |
|||
| Liquid limit | Casagrande four point |
AS 1289.3.1.1, MRWA Method WA120.1 |
|||
| 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, MRWA Method WA133.1, MRWA Method WA133.2 |
|||
| Dry density/moisture content relationship | Standard compactive effort |
AS 1289.5.1.1, MRWA Method WA132.1, MRWA Method WA132.2 |
|||
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Moisture ratio | Statistical selection of reference values |
AS 1289.5.4.3 |
|
| Compaction control | Hilf |
AS 1289.5.7.1 |
|||
| Moisture ratio | Measured |
AS 1289.5.4.1, MRWA Method WA136.1 |
|||
| Density - In-situ | Nuclear gauge |
AS 1289.5.8.1, MRWA Method WA324.2 |
|||
| Dry density ratio | Calculation |
AS 1289.5.4.1, MRWA Method WA134.1 |
|||
| Dry density ratio | Statistical selection of reference values |
AS 1289.5.4.3 |
|||
| Evaluation of geotechnical and civil construction material - Soil in-situ penetration | Soils | Penetration in-situ | Perth sand penetrometer |
AS 1289.6.3.3 |
|
| Penetration in-situ | Dynamic cone |
AS 1289.6.3.2 |
|||
| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1, MRWA Method WA141.1 |
|
| Compressive strength | Uniaxial maximum dry |
MRWA Method WA140.1 |
|||
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable |
AS 1289.1.1, MRWA Method WA105.1 |
|
| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Aggregate from a windrow |
AS 1141.3.1, MRWA Method WA200.1 |
|
| Concrete, grout and mortar | Not applicable | Fresh concrete from a mixer |
AS 1012.1 |
||
| 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, AS 1289.1.4.2, MRWA Method WA0.1 |
||
| 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 in-situ |
AS 1289.1.2.1, MRWA Method WA100.1 |
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.
2418
Site No.
5360
Print date
25 Apr 2024
