Total Testing

Site

Total Testing

Accreditation No.

15394

Site No.

16107

Date of Accreditation

25 May 2006

Address

Unit 2/9 Paul Crt
Jimboomba, QLD 4280
Australia

totaltesting.com.au

Contact

Mr Jamie Jackson P: +61 (07) 55403189

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 - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Particle size distribution Sieve analysis

AS 1141.11.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Liquid limit Cone four point

AS 1289.3.9.1; MR (Qld) Method Q104A

Liquid limit Casagrande one point

AS 1289.3.1.2

Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Methods Q103A; RMS (NSW) Method T106;TfNSW T106;

Plastic limit Not applicable

AS 1289.3.2.1; MR (Qld) Method Q105; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

Liquid limit Cone one point

AS 1289.3.9.2, MR (Qld) Method Q104D

Moisture content Drying oven

AS 1289.2.1.1, RMS (NSW) Method T120

Fine particles in road materials Not applicable

RMS (NSW) Method T107;TfNSW T107;

Plasticity index Casagrande

AS 1289.3.3.1; RMS (NSW) Method T109;TfNSW T109;TfNSW T105;

Liquid limit Casagrande four point

AS 1289.3.1.1; RMS (NSW) Method T108;TfNSW T108;TfNSW T105;

Plasticity index Cone

AS 1289.3.3.2; MR (Qld) Method Q105

Linear shrinkage Not applicable

AS 1289.3.4.1; MR (Qld) Method Q106; RMS (NSW) Method T113;TfNSW T113;

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Minimum and maximum dry density Not applicable

AS 1289.5.5.1

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1; MR (Qld) Method Q142B; RMS (NSW) Method T112

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; MR (Qld) Method Q142A; RMS (NSW) Method T111

Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable

AS 1289.5.4.2; MR (Qld) Method Q144A

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

Oversize material Oversize material treatment

MR (Qld) Method Q143

Evaluation of geotechnical and civil construction material - Soil field density Soils Relative compaction Not applicable

MR (Qld) Method Q140A; RMS (NSW) Method T166

Density - In-situ Sand-cone

AS 1289.5.3.1; MR (Qld) Method Q141B

Characteristic field density values Not applicable

MR (Qld) Method Q020

Compaction control Hilf

AS 1289.5.7.1

Density - In-situ Nuclear gauge

AS 1289.5.8.1; MR (Qld) Method Q141A; RMS (NSW) Method T173

Density index Not applicable

AS 1289.5.6.1

Dry density ratio Calculation

AS 1289.5.4.1

Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone

AS 1289.6.3.2; MR (Qld) Method Q114B

Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties Soils Bearing ratio Remoulded specimens

AS 1289.6.1.1; MR (Qld) Methods Q113A, Q113B, Q113C; RMS (NSW) Method T117

Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Not applicable

AS 1289.1.1; MR (Qld) Methods Q101, Q101A, Q101B, Q101C, Q101D; RMS (NSW) Method T105;TfNSW T105;

Soil pre-treatment Repeated compaction pre-treatment

RMS (NSW) Method T102;TfNSW T102;TfNSW T105;

Sample collection Aggregates Not applicable Site selection by spot sampling

MR (Qld) Method Q061

Not applicable Aggregate from a stockpile

AS 1141.3.1; MR (Qld) Method Q060

Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile

AS 1289.1.2.1; MR (Qld) Method Q060

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.