Soiltech Testing Services Pty Ltd

Soiltech Testing Services

Site

Soiltech Toowoomba Laboratory

Accreditation No.

2117

Site No.

2110

Date of Accreditation

01 Oct 1986

Address

194 Stephen Street
Toowoomba, QLD 4350
Australia

soiltech.com.au

Contact

Mr Timothy Miller P: +61 0419344486

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Soiltech Toowoomba Laboratory

ISO/IEC 17025 (2017)

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 abrasion Aggregates Abrasion resistance Los Angeles machine value AS 1141.23
Evaluation of geotechnical and civil construction material - Aggregate contaminants Aggregates Organic impurities Colour test

AS 1141.34
Weak particles contaminants Sieve analysis

AS 1141.32
Clay and fine silt Settling

AS 1141.33
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Particle size distribution Sieve analysis; Sieve analysis of material finer than 75 µm

AS 1141.11.1, AS 1141.12
Particle density of fine aggregate Weighing-in-water

AS 1141.5
Shape Average least dimension; Crushed faces; Flakiness; Proportional calliper

AS 1141.14, AS 1141.15, AS 1141.18, AS 1141.20.3, MR (Qld) Method Q201
Bulk density Compacted; Uncompacted

AS 1141.4
Water absorption of fine aggregate Not applicable

AS 1141.5
Water absorption of coarse aggregate Not applicable

AS 1141.6.1
Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1
Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on coarse aggregate; Exposure to sodium sulfate solution AS 1141.24, MR (Qld) Method Q208B
Evaluation of geotechnical and civil construction material - Aggregate strength Aggregates Wet/dry strength variation Not applicable AS 1141.22
Evaluation of geotechnical and civil construction material - Asphalt field density Asphalts Characteristic values Not applicable MR (Qld) Method Q020
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 Mass per unit volume - Hardened concrete Dimensions

AS 1012.12.1
Compressive strength Cylinder

AS 1012.9 (excluding clause 4.2)
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; In-situ manufacture and curing of grout and mortar cubes; 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 Particle density Not applicable AS 1289.3.5.1
Linear shrinkage Not applicable

AS 1289.3.4.1

MR (Qld) Method Q106
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 Q252
Description, identification and classification Not applicable

AS 1726 Appendix A, Section A2 (laboratory tests only)
Liquid limit Cone four point; Cone one point

AS 1289.3.9.1, AS 1289.3.9.2

MR (Qld) Method Q104A, MR (Qld) Method Q104D
Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105
Moisture content Drying oven

AS 1289.2.1.1
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Compaction to nominated levels Not applicable

MR (Qld) Method Q145A
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
Dry density/moisture content relationship Modified compactive effort; Standard compactive effort

AS 1289.5.1.1, AS 1289.5.2.1

MR (Qld) Method Q142A, MR (Qld) Method Q142B
Evaluation of geotechnical and civil construction material - Soil dispersion Soils Dispersion Emerson class AS 1289.3.8.1
Evaluation of geotechnical and civil construction material - Soil field density Soils Compaction control Hilf

AS 1289.5.7.1
Degree of saturation Not applicable

MR (Qld) Method Q146
Density - In-situ Measured; Nuclear gauge; Sand-cone

AS 1289.5.3.1, AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) Method Q141B, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03
Density index Not applicable

AS 1289.5.6.1
Moisture ratio Measured

AS 1289.5.4.1
Relative compaction Not applicable

MR (Qld) Method Q140A
Field moisture content Nuclear gauge

AS 1289.5.8.1
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) Method Q113A, MR (Qld) Method Q113B, 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 reactivity Soils Reactivity Shrink/swell AS 1289.7.1.1
Evaluation of geotechnical and civil construction material - Soil stabilisation Soils Curing of moulded specimens; Sample preparation Cement stabilisation; Lime stabilisation MR (Qld) Method Q135A, MR (Qld) Method Q135B
Compressive strength Uniaxial unconfined

MR (Qld) Method Q115
Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix 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

MR (Qld) Method Q060
Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete

AS 1012.1
Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling in-situ; Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling

AS 1289.1.2.1, AS 1289.1.4.1, AS 1289.1.4.2

MR (Qld) Method Q050, MR (Qld) Method Q060, MR (Qld) Method Q061
Soiltech Mobile Laboratory – Annex

ISO/IEC 17025 (2017)

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 Soiltech Mobile Laboratory-Annex, site number 26513 is established from 17/01/2024 until 30/6/2024 for project TMR-DFRA, Contract number CN-21439 for Goondiwindi Region Council

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.