Spec Geotechnical Testing Pty Ltd

Site

Spec Geotechnical Testing Bogangar

Accreditation No.

21021

Site No.

25276

Date of Accreditation

02 Nov 2022

Address

192 Round Mountain Road
Bogangar, NSW 2488
Australia

specgeotest.com

Contact

Mr Grant Porter P: +61 0479101710

Availability

Services available to external clients

Scope of Accreditation

Print scopes
Spec Geotechnical Testing Bogangar

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 properties Aggregates Shape Flakiness AS 1141.15, MR (Qld) Method Q201
Particle size distribution Sieve analysis AS 1141.11.1
Particle density of coarse aggregate; Water absorption of coarse aggregate Weighing-in-water AS 1141.6.1
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, RMS (NSW) Method T301

TfNSW TS 02800.02
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing Concrete, grout and mortar Specimen manufacture Mixing concrete in the laboratory AS 1012.8.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Plasticity index; Weighted plasticity index Casagrande; Cone AS 1289.3.3.1, TfNSW Method T109, MR (Qld) Method Q105, MR (Qld) Method Q252
Cone plasticity index Not applicable AS 1289.3.3.2
Sieve analysis Fines ratio AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253, TfNSW Method T106, TfNSW Method T107
Liquid limit Casagrande four point; Casagrande one point; Cone four point; Cone one point AS 1289.3.1.1, AS 1289.3.1.2, AS 1289.3.9.1, AS 1289.3.9.2, MR (Qld) Method Q104A, MR (Qld) Method Q104D, TfNSW Method T108
Linear shrinkage Not applicable AS 1289.3.4.1, TfNSW Method T113, MR (Qld) Method Q106
Plastic limit Not applicable AS 1289.3.2.1, TfNSW Method T109, MR (Qld) Method Q105
Moisture content Drying oven AS 1289.2.1.1, RMS (NSW) Method T120

TfNSW TS 02795.14
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Compaction to nominated levels Not applicable MR (Qld) Method Q145A
Maximum dry density Not applicable RMS (NSW) Method T164

TfNSW TS 02795.26
Minimum and maximum dry density Not applicable AS 1289.5.5.1
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; Three compaction point AS 1289.5.1.1, AS 1289.5.2.1, MR (Qld) Method Q142A, MR (Qld) Method Q142B, RMS (NSW) Method T111, RMS (NSW) Method T112, RMS (NSW) Method T162

TfNSW TS 02795.06,TfNSW TS 02795.07,TfNSW TS 02795.24
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
Characteristic field density values Not applicable MR (Qld) Method Q020
Density - In-situ; Field moisture content Nuclear gauge; Sand-cone AS 1289.5.3.1, AS 1289.5.8.1, RMS (NSW) T173, MR (Qld) Method Q141A, MR (Qld) Method 141B, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03
Dry density ratio; Moisture ratio Calculation; Measured AS 1289.5.4.1
Density index Not applicable AS 1289.5.6.1
Relative compaction Not applicable MR (Qld) Method Q140A
Compaction control Hilf AS 1289.5.7.1
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, RMS (NSW) Method T132, RMS (NSW) Method T167

TfNSW TS 02795.11,TfNSW TS 02796.03,TfNSW TS 02795.29
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 Q101C, MR (Qld) Method Q101D), MR (Qld) Method Q101E, MR (Qld) Method Q101F, 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 stabilisation Soils Laboratory stabilisation of soil Lime stabilisation; Lime, cement and bitumen MR (Qld) Method Q135A, MR (Qld) Method Q135B
Compressive strength; Sample preparation Standard compaction - UCS (unconfined compression strength) specimens; UCS (unconfined compression strength) specimens - Field mix; UCS (unconfined compression strength) specimens - Laboratory mix; Uniaxial unconfined AS 5101.4, MR (Qld) Method Q115, MR (Qld) Method Q251A, MR (Qld) Method Q251B, RMS (NSW) Method T116, RMS (NSW) Method T131

TfNSW TS 02795.10,TfNSW TS 02796.02
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile AS 1141.3.1, RMS (NSW) Method T100

TfNSW TS 02794.01
Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete AS 1012.1, RMS (NSW) Method T300

TfNSW TS 02800.01
Soils Not applicable Disturbed sampling from earthwork; Disturbed soil sampling from a face; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; 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, RMS (NSW) Method T100, TfNSW Method T105, MR (Qld) Method Q050, MR (Qld) Method Q060, MR (Qld) Method Q061

TfNSW TS 02794.01,TfNSW TS 02795.01

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.