Active Soil Testing Pty Ltd

Site

Active Soil Testing

Accreditation No.

17093

Site No.

18672

Date of Accreditation

25 Mar 2010

Address

163 North Branch Road
Maryvale, QLD 4370
Australia

Contact

Mr Peter Andrew Locke P: +61 (07) 46661092

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 binder adhesion Aggregates Degree of precoating Not applicable

MR (Qld) Method Q216

Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Weak particles contaminants Sieve analysis

AS 1141.32

Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis of material finer than 75 µm

AS 1141.12

Shape Flakiness

AS 1141.15

MR (Qld) Method Q201

Shape Average least dimension

AS 1141.20.3

Particle size distribution Sieve analysis

AS 1141.11.1

Shape Crushed faces

AS 1141.18

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 Curing cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens

AS 1012.8.1

Evaluation of geotechnical and civil construction material - Soil classification Soils Moisture content Drying oven; Relative moisture content

AS 1289.2.1.1, MR (Qld) Method Q250

Linear shrinkage Not applicable

AS 1289.3.4.1

MR (Qld) Method Q106

Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105

Sieve analysis Not applicable

AS 1289.3.6.1, MR (Qld) Method Q103A

Plasticity index; Weighted plasticity index Cone

AS 1289.3.3.2, MR (Qld) Method Q105, MR (Qld) Method Q252

Liquid limit Cone four point

AS 1289.3.9.1

MR (Qld) Method Q104A

Liquid limit Cone one point

MR (Qld) Method Q104D

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Compaction to nominated levels Not applicable MR (Qld) Method Q145A
Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B

Oversize material Oversize material treatment

MR (Qld) Method Q143

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 field density Soils Dry density ratio Calculation

AS 1289.5.4.1

Moisture ratio Measured

AS 1289.5.4.1

Degree of saturation Not applicable

MR (Qld) Method Q146

Compaction control Hilf

AS 1289.5.7.1

Density - In-situ Sand-cone

AS 1289.5.3.1

MR (Qld) Method Q141B

Relative compaction Not applicable

MR (Qld) Method Q140A

Characteristic field density values Not applicable MR (Qld) Method Q020
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone

MR (Qld) Method Q114B

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

MR (Qld) Method Q113A, MR (Qld) Method Q113C

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

Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Stabiliser working time Bituminous stabilisation time; Cementitious stabilisation time MR (Qld) Method Q136A
Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

Sample preparation Cement stabilisation; Lime stabilisation; Modified compaction - UCS specimens; Standard compaction - UCS specimens; UCS specimens - Field mix; UCS specimens - Laboratory mix MR (Qld) Method Q135A, MR (Qld) Method Q135B, MR (Qld) Method Q251A, MR (Qld) Method Q251B
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile

AS 1141.3.1

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1

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

AS 1289.1.2.1

MR (Qld) Method Q060

Not applicable Site selection - Random sampling; Site selection - Random stratified sampling

AS 1289.1.4.1, 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.