Chadwick Geotechnics Pty Ltd

Site

Sunshine Coast Laboratory

Accreditation No.

12719

Site No.

25425

Date of Accreditation

28 Aug 2023

Address

11/1 Metier Linkway
Birtinya, QLD 4575
Australia

chadwickgeotechnics.com.au

Contact

Mr Adrian Collier P: +61 0429062081

Availability

Services available to external clients

Scope of Accreditation

Sunshine Coast Laboratory

ISO/IEC 17025 (2017)

Infrastructure and Asset Integrity

Service Product Determinant Technique Procedure Limitations
Evaluation of geotechnical and civil construction material - Rock properties Rocks Point load strength index Laboratory measurement AS 4133.4.1, RMS (NSW) Method T223, TfNSW TS 02799.21
Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index; Description, identification and classification; Linear shrinkage; Liquid limit; Moisture content; Plastic limit; Plasticity index; Sieve analysis Casagrande; Casagrande four point; Casagrande one point; Cone; Cone four point; Cone one point; Drying oven AS 1289.2.1.1, 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 1289.3.6.1, AS 1289.3.9.1, AS 1289.3.9.2, AS 1726 Tables 9 and 10, MR (Qld) Method Q103A, MR (Qld) Method Q104A, MR (Qld) Method Q105, MR (Qld) Method Q106, RMS (NSW) Method T106, RMS (NSW) Method T108, RMS (NSW) Method T109, RMS (NSW) Method T113, RMS (NSW) Method T120, TfNSW TS 02795.02, TfNSW TS 02795.04, TfNSW TS 02795.05, TfNSW TS 02795.08, TfNSW TS 02795.14
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; Minimum and maximum dry density; 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, AS 1289 5.5.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B, MR (Qld) Method Q143, MR (Qld) Method Q144, MR (Qld) Method Q145A, RMS (NSW) Method T111, RMS (NSW) Method T112, TfNSW TS 02795.06, TfNSW TS 02795.07
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 - In-situ; Density index; Dry density ratio; Field moisture content; Moisture ratio Calculation; Hilf; Nuclear gauge; Sand-cone AS 1289.5.4.1, AS 1289.5.6.1, AS 1289.5.7.1, AS 1289.5.8.1
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, RMS (NSW) Method T117, TfNSW TS 02795.11
Evaluation of geotechnical and civil construction material - Soil pre-treatment Soils Soil pre-treatment Accelerated weathering pre-treatment; Repeated compaction pre-treatment AS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101E, TfNSW Method T102, TfNSW Method T103, TfNSW Method T105
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 thermal properties Soils Thermal conductivity In-situ measurement; Laboratory measurement In-house Test Method TR LAB.2013, In-house Test Method TR FIELD.2013
Sample collection Soils 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, RMS (NSW) Method T100, TfNSW TS 02794.01
Not applicable Site selection - Random sampling AS 1289.1.4.1

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.