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

Spec Geotechnical Testing Pty Ltd address map

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 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, 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 and curing In situ manufacture and curing of cylindrical specimens AS 1012.8.1
Evaluation of geotechnical and civil construction material - Soil classification Soils Cone plasticity index Not applicable AS 1289.3.3.2
Plastic limit Not applicable AS 1289.3.2.1, MR (Qld) Method Q105
TfNSW TS 02795.05
Plasticity index; Weighted plasticity index Casagrande; Cone AS 1289.3.3.1, MR (Qld) Method Q105, MR (Qld) Method Q252
TfNSW TS 02795.05
Sieve analysis Fines ratio AS 1289.3.6.1, MR (Qld) Method Q103A, MR (Qld) Method Q253,
TfNSW TS 02795.02; TfNSW TS 02795.03
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 TS 02795.04
Moisture content Drying oven AS 1289.2.1.1

TfNSW TS 02795.14

Linear shrinkage Not applicable AS 1289.3.4.1, MR (Qld) Method Q106
TfNSW TS 02795.08
Evaluation of geotechnical and civil construction material - Soil compaction characteristics Soils Assignment of optimum moisture content/maximum dry density (OMC/MDD) Not applicable AS 1289.5.4.2, MR (Qld) Method Q144A
Minimum and maximum dry density Not applicable AS 1289.5.5.1
Compaction to nominated levels Not applicable MR (Qld) Method Q145A
Maximum dry density Not applicable

TfNSW TS 02795.26

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,

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 Density index Not applicable AS 1289.5.6.1
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, MR (Qld) Method Q141A, MR (Qld) Method 141B, MR (Qld) Method NGTM N01, MR (Qld) Method NGTM N02, MR (Qld) Method NGTM N03
TfNSW TS 02795.36
Relative compaction Not applicable MR (Qld) Method Q140A
Compaction control Hilf AS 1289.5.7.1
Dry density ratio; Moisture ratio Calculation; Measured 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,

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 T105
TfNSW TS 02794.02, TfNSW TS 02794.03, TfNSW TS 02795.01
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 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, 

TfNSW TS 02795.10,TfNSW TS 02796.02

Laboratory stabilisation of soil Lime stabilisation; Lime, cement and bitumen MR (Qld) Method Q135A, MR (Qld) Method Q135B
Sample collection Aggregates Not applicable Aggregate from a bin; Aggregate from a pavement; Aggregate from a stockpile AS 1141.3.1

TfNSW TS 02794.01

Concrete, grout and mortar Not applicable Fresh concrete from a mixer; Fresh concrete from deposited concrete AS 1012.1, 

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, 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.