
National Association of Testing Authorities, Australia
Scope of Accreditation
Durkin Construction Pty Ltd
Site
Durkin Construction Pty Ltd
Accreditation No.
18612
Site No.
20585
Date of Accreditation
02 Dec 2011
Contact
Availability
Services available to external clients
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
Service | Product | Determinant | Technique | Procedure | Limitations |
---|---|---|---|---|---|
Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Particle size distribution | Fine particles in road materials | AS 1141.19; TfNSW TS 02795.03 | |
Particle density of coarse aggregate; Water absorption of coarse aggregate | Weighing-in-water | AS 1141.6.1 | |||
Particle density of fine aggregate; Water absorption of fine aggregate | Weighing-in-water | AS 1141.5 | |||
Evaluation of geotechnical and civil construction material - Aggregate stabilisation | Aggregates | Swell and capillary rise of compacted material | Not applicable | AS 5101.5 | |
Unconfined compressive strength | Not applicable | AS 5101.4 | |||
Evaluation of geotechnical and civil construction material - Asphalt field density | Asphalts | Field density | Nuclear gauge backscatter mode | AS/NZS 2891.14.1.2 | |
Evaluation of geotechnical and civil construction material - Asphalt volumetric properties | Asphalts | Bulk density | Presaturation | AS/NZS 2891.9.2 | |
Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Rebound number | Not applicable | ASTM C805 | |
Evaluation of geotechnical and civil construction material - Pavement shape | Road pavements | Surface deviation | Straight edge | TfNSW TS 02795.42 | |
Evaluation of geotechnical and civil construction material - Road pavement surfacing characteristics | Road pavements | Texture depth | Sand patch | TfNSW TS 02799.37 | |
Evaluation of geotechnical and civil construction material - Soil classification | Soils | Liquid limit | Casagrande four point | AS 1289.3.1.1; TfNSW TS 02795.04 | |
Plasticity index | Casagrande | AS 1289.3.3.1; TfNSW TS 02795.05 | |||
Moisture content | Drying oven | AS1289.2.1.1; TfNSW TS 02795.14 | |||
Sieve analysis | Not applicable | AS 1289.3.6.1; TfNSW TS 02795.02 | |||
Linear shrinkage | Not applicable | AS 1289.3.4.1; TfNSW TS 02795.08 | |||
Plastic limit | Not applicable | AS 1289.3.2.1; TfNSW TS 02795.05 | |||
Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Minimum and maximum dry density | Not applicable | AS 1289.5.5.1 | |
Dry density/moisture content relationship | Modified compactive effort | AS1289.5.2.1, TfNSW TS 02795.07 | |||
Dry density/moisture content relationship | Standard compactive effort | AS1289.5.1.1; TfNSW TS 02795.06; TfNSW TS 02796.01 | |||
Dry density/moisture content relationship | Three compaction point | 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 | Compaction control | Hilf | AS1289.5.7.1 | |
Density - In situ | Nuclear gauge | AS 1289.5.8.1; TfNSW TS 02795.36 | |||
Dry density ratio; Moisture ratio | Calculation; Measured | AS 1289.5.4.1 | |||
Density index | Not applicable | AS1289.5.6.1 | |||
Density - In situ | Sand pouring apparatus | TfNSW TS 02795.13 | |||
Relative compaction | Not applicable | TfNSW TS 02795.28 | |||
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; TfNSW TS 02795.23 | |
Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens | AS1289.6.1.1; TfNSW TS 02795.11; TfNSW TS 02795.29; TfNSW TS 02796.03; | |
Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Not applicable; Repeated compaction pre-treatment | AS1289.1.1; TS 02794.02; TfNSW TS 02794.05 | |
Soil pre-treatment | Accelerated weathering pre-treatment | TfNSW TS 02794.03 | |||
Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Stabiliser rate of spread rate | In situ measurement | RMS (NSW) Method T136 TfNSW TS 02796.06 | |
Lime content | Not applicable | ASTM D6276-99a; TfNSW TS 02797.02 | |||
Stabiliser working time | Not applicable | TfNSW TS 02797.04 | |||
Compressive strength | Uniaxial unconfined | TfNSW TS 02795.10,TfNSW TS 02796.02 | |||
Sample collection | Aggregates | Not applicable | Aggregate from a stockpile; Aggregate from a windrow | AS 1141.3.1 | |
Asphalts | Not applicable | Extraction of an asphalt core - Wet technique | AS 2891.1.2 | ||
Concrete, grout and mortar | Not applicable | Hardened concrete by coring | AS 1012.14 | ||
Soils | Not applicable | Site selection - Random stratified sampling | AS1289.1.4.2 | ||
Not applicable | Site selection - Random sampling | AS1289.1.4.1 | |||
Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling in situ | AS1289.1.2.1; TfNSW TS 02794.01 |
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Accreditation No.
18612
Site No.
20585
Print date
12 Mar 2025