BCST Pty Ltd T/A Premier Soil Testing

Site

Premier Soil Testing

Accreditation No.

20966

Site No.

25194

Date of Accreditation

26 Oct 2021

Address

42 Hickory Drive
Narangba, QLD 4504
Australia

premiersoiltesting.com.au

Contact

Availability

Services available to external clients

Scope of Accreditation

Premier Soil Testing

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Soil classification Soils Linear shrinkage; Liquid limit; Plastic limit; Plasticity index; Weighted plasticity index Casagrande; Casagrande four point; Casagrande one point; Cone; Cone four point; Cone one point AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.2.1, AS 1289.3.3.1, AS 1289.3.3.2, AS 1289.3.4.1, AS 1289.3.9.1, AS 1289.3.9.2
MR (Qld) Method Q104A, MR (Qld) Method Q104D,  MR (Qld) Method Q105, MR (Qld) Method Q106, MR (Qld) Method Q252
Moisture content; Sieve analysis Drying oven; Fines ratio; Relative moisture content AS 1289.2.1.1, AS 1289.3.6.1,
MR (Qld) Method Q103A, MR (Qld) Method Q250, MR (Qld) Method Q253
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD); Compaction to nominated levels; Dry density/moisture content relationship; Oversize material Modified compactive effort; Oversize material treatment; Standard compactive effort AS 1289.5.1.1, AS 1289.5.2.1, AS 1289.5.4.2
MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q143, MR (Qld) Method Q144A, MR (Qld) Method Q145A
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; Density index; Dry density ratio; Moisture ratio Hilf; Measured AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1

Density - In-situ; Field moisture content Nuclear gauge AS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N02, MR (Qld) NGTM Method N03
Evaluation of geotechnical and civil construction material - Soil in-situ penetration Soils Penetration in-situ Dynamic cone; Perth sand penetrometer AS 1289.6.3.2, AS 1289.6.3.3

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, MR (Qld) Method Q101C, MR (Qld) Method Q101D
Sample collection Aggregates Not applicable Aggregate from a pavement; Aggregate from a stockpile; Aggregate from a windrow AS 1141.3.1, MR (Qld) Method Q060
Soils Not applicable Site selection - Random sampling; Site selection - Random stratified sampling; Site selection by spot sampling AS 1289.1.4.1, AS 1289.1.4.2,
MR (Qld) Method Q050, MR (Qld) Method Q061
Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; 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.