Civil Tech Soil Testing Services Pty Ltd

Site

Civil Tech Soil Testing Services Pty Ltd

Accreditation No.

3051

Site No.

3044

Date of Accreditation

24 Dec 1990

Address

81 Downs Street
North Ipswich, QLD 4305
Australia

Contact

Mr Jim Moss P: +61 (07) 38122577

Availability

Services available to external clients

Civil Tech Soil Testing Services Pty Ltd address map

Scope of Accreditation

Print scopes
Civil Tech Soil Testing Services Pty Ltd

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Aggregate properties Aggregates Shape Proportional calliper AS 1141.14
Shape Average least dimension AS 1141.20.1, AS 1141.20.3
Particle density of fine aggregate Weighing-in-water

AS 1141.5

Particle density of coarse aggregate Weighing-in-water

AS 1141.6.1

Particle size distribution Sieve analysis

AS 1141.11.1

Shape Flakiness

AS 1141.15

MR (Qld) Method Q201

Water absorption of coarse aggregate Not applicable

AS 1141.6.1

Water absorption of fine aggregate Not applicable

AS 1141.5

Evaluation of geotechnical and civil construction material - Aggregate soundness Aggregates Soundness Degradation factor on source rock AS 1141.25.1
Soundness Degradation factor on coarse aggregate 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 - Soil classification Soils Plasticity index Cone

AS 1289.3.3.2

MR (Qld) Method Q105

Liquid limit Cone four point

AS 1289.3.9.1

MR (Qld) Method Q104A

Linear shrinkage Not applicable

AS 1289.3.4.1

MR (Qld) Method Q106

Apparent particle density Not applicable

AS 1289.3.5.1

Plastic limit Not applicable

AS 1289.3.2.1

MR (Qld) Method Q105

Liquid limit Cone one point

MR (Qld) Method Q104D

Moisture content Drying oven

AS 1289.2.1.1

Plasticity index Casagrande

AS 1289.3.3.1

Sieve analysis Not applicable

AS 1289.3.6.1; MR (Qld) Method Q103A

Liquid limit Casagrande one point

AS 1289.3.1.2

Liquid limit Casagrande four point

AS 1289.3.1.1

Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Oversize material Oversize material treatment

MR (Qld) Method Q143

Compaction to nominated levels Not applicable

MR (Qld) Method Q145A

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 Standard compactive effort

AS 1289.5.1.1

MR (Qld) Method Q142A

Dry density/moisture content relationship Modified compactive effort

AS 1289.5.2.1

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 Degree of saturation Not applicable

MR (Qld) Method Q146

Field moisture content Nuclear gauge

AS 1289.5.8.1; MR (Qld) Method Q141A

Density - In situ Sand-cone

AS 1289.5.3.1

MR (Qld) Method Q141B

Dry density ratio Calculation

AS 1289.5.4.1

Compaction control Hilf

AS 1289.5.7.1

Density - In situ Nuclear gauge

AS 1289.5.8.1

MR (Qld) Method Q141A

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

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

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 Sample preparation UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix MR (Qld) Method Q251A, MR (Qld) Method Q251B
Laboratory stabilisation of soil Cement; Lime stabilisation

MR (Qld) Method Q135A

Compressive strength Uniaxial unconfined

MR (Qld) Method Q115

Curing of moulded specimens Not applicable

MR (Qld) Method Q135B

Sample collection Aggregates Not applicable Aggregate from a stockpile; Aggregate from a truck

AS 1141.3.1

Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling; Site selection - Systematic random stratified sampling

MR (Qld) Method Q050

Not applicable Disturbed sampling from earthwork; 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

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.