Remote Testing Services

Site

Remote Testing Services

Accreditation No.

20444

Site No.

24487

Date of Accreditation

Address

750 Lake Moogerah Road
Charlwood, QLD 4309
Australia

Contact

Mr Harrison Hughes P: +61 0429784578

Availability

Services not available to external clients

Scope of Accreditation

Print scopes

Withdrawn

Remote Testing Services

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Withdrawn
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 - 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 specimen manufacture and curing Concrete, grout and mortar Specimen manufacture and curing In-situ manufacture and curing of cylindrical specimens AS 1012.8.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Plasticity index Casagrande AS 1289.3.3.1
Sieve analysis Not applicable AS 1289.3.6.1
MR (Qld) Method Q103A; MR (Qld) Method Q103B
Plastic limit Not applicable AS 1289.3.2.1
MR (Qld) Method Q105
Liquid limit Cone four point AS 1289.3.9.1
MR (Qld) Method Q104A
Liquid limit Cone one point MR (Qld) Method Q104D
Moisture content Drying oven AS 1289.2.1.1
MR (Qld) Method Q102A
Linear shrinkage Not applicable AS 1289.3.4.1
MR (Qld) Method Q106
Liquid limit Casagrande one point AS 1289.3.1.2
Plasticity index Cone AS 1289.3.3.2
MR (Qld) Method Q105
Liquid limit Casagrande four point AS 1289.3.1.1
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Dry density/moisture content relationship Standard compactive effort AS 1289.5.1.1
MR (Qld) Method Q142A
Compaction to nominated levels Not applicable MR (Qld) Method Q145A
Dry density/moisture content relationship Modified compactive effort AS 1289.5.2.1
MR (Qld) Method Q142B
Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2; MR (Qld) Method Q144A
Evaluation of geotechnical and civil construction material - Soil engineering properties Soils Bearing ratio Remoulded specimens AS 1289.6.1.1
MR (Qld) Method Q113A; MR (Qld) Method Q113B; MR (Qld) Method Q113C
Evaluation of geotechnical and civil construction material - Soil field density Soils Density - In-situ Sand-cone AS 1289.5.3.1
MR (Qld) Method Q141B
Relative compaction Not applicable MR (Qld) Method Q140A
Degree of saturation Not applicable MR (Qld) Method Q146
Characteristic field density values Not applicable MR (Qld) Method Q020
Dry density ratio Calculation AS 1289.5.4.1
Moisture ratio Measured AS 1289.5.4.1
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable AS 1289.1.1
MR (Qld) Method Q101; MR (Qld) Method Q101A; MR (Qld) Method Q101B; MR (Qld) Method Q101C; MR (Qld) Method Q101D
Sample collection Concrete, grout and mortar Not applicable Fresh concrete from deposited concrete AS 1012.1
Soils Not applicable Site selection by spot sampling MR (Qld) Method Q061
Not applicable Site selection - Random sampling AS 1289.1.4.1
MR (Qld) Method Q050
Not applicable Site selection - Random stratified sampling AS 1289.1.4.2
MR (Qld) Method Q050

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.