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National Association of Testing Authorities, Australia

SCOPE OF ACCREDITATION



Morrison Geotechnic Pty Limited
DARRA LABORATORY
| Accreditation Number: 1169 | Site Number: 1162 |

Address Details:
Unit 1, 35 Limestone
DARRA, QLD 4076
AUSTRALIA
Website: www.morrisongeo.com.au
Contact Details:
Mr Michael Morrison
+61(07) 32790900


Availability:Services available to external clients



Note: Not all of the columns of the scope of accreditation displayed include data.
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.
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ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity

SERVICEPRODUCTDETERMINANTTECHNIQUEPROCEDURELIMITATION/RANGE
Establishment of annex facilitiesMaterials defined by all or some for which the site is accreditedDeterminations defined by all or some for which the site is accreditedTechniques defined by all or some for which the site is accredited
Evaluation of geotechnical and civil construction material - Aggregate binder adhesionAggregatesDegree of precoatingNot applicableMR (Qld) Method Q216
Evaluation of geotechnical and civil construction material - Aggregate contaminantsAggregatesOrganic impuritiesColour testAS 1141.34
Weak particles contaminantsSieve analysisAS 1141.32
Clay and fine siltSettlingAS 1141.33

Evaluation of geotechnical and civil construction material - Aggregate propertiesAggregatesWet/dry strength variationNot applicableAS 1141.22, RMS (NSW) Method T215
SoundnessDegradation factor on coarse aggregateAS 1141.25.2, MR (Qld) Method Q208B

ShapeAverage least dimensionAS 1141.20.3

Particle density of coarse aggregateWeighing-in-waterAS 1141.6.1, MR (Qld) Method Q214B

ShapeCrushed facesAS 1141.18

Aggregate crushing valueNot applicableAS 1141.21

ShapeFlakinessAS 1141.15, MR (Qld) Method Q201
Particle density of fine aggregateWeighing-in-waterAS 1141.5

Abrasion resistanceLos Angeles machine valueAS 1141.23

SoundnessExposure to sodium sulfate solutionAS 1141.24

Water absorption of coarse aggregateNot applicableAS 1141.6.1

Particle size distributionSieve analysisAS 1141.11.1

SoundnessDegradation factor on source rockAS 1141.25.1
Particle size distributionSieve analysis of material finer than 75 µmAS 1141.12

Bulk densityCompacted; Uncompacted; AS 1141.4

Water absorption of fine aggregateNot applicableAS 1141.5, MR (Qld) Method Q214A

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in-situConcrete, grout and mortarSlump flowConeAS 1012.3.1

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar propertiesConcrete, grout and mortarCompressive strengthCoreAS 1012.14

Mass per unit volume - Hardened concreteDimensionsAS 1012.12.1

Compressive strengthCylinderAS 1012.9

Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curingConcrete, grout and mortarSpecimen manufacture and curingCuring cylinder specimens in the laboratory; In-situ manufacture and curing of cylindrical specimens; AS 1012.8.1

Specimen conditioningWet conditioning of hardened concrete core specimensAS 1012.14

Evaluation of geotechnical and civil construction material - Rock propertiesRocksPoint load strength indexNot applicableAS 4133.4.1

Evaluation of geotechnical and civil construction material - Soil classificationSoilsLinear shrinkageNot applicableAS 1289.3.4.1, MR (Qld) Method Q106

Plastic limitNot applicableAS 1289.3.2.1, MR (Qld) Method Q105

Liquid limitCone one pointMR (Qld) Method Q104D

Description, identification and classificationNot applicableAS1726 Tables 9 and 10 (Laboratory tests only)

Plasticity indexCasagrande; Cone; AS 1289.3.3.1, AS 1289.3.3.2

Liquid limitCasagrande one pointAS 1289.3.1.2

Liquid limitCone four pointAS 1289.3.9.1, MR (Qld) Method Q104A

Sieve analysisNot applicableAS 1289.3.6.1, MR (Qld) Method Q103A;

Liquid limitCasagrande four pointAS 1289.3.1.1

Plasticity indexConeMR (Qld) Method Q105

Moisture contentDrying oven; Relative moisture content; AS 1289.2.1.1, MR (Qld) Method Q250, MR (Qld) Method Q102A (2016)

Apparent particle density; Particle density; Not applicableMR (Qld) Method Q109 (2017), MR (Qld) Method Q109A (2017), MR (Qld) Method Q109B (2017), AS 1289.3.5.1

Evaluation of geotechnical and civil construction material - Soil compaction characteristicsSoilsDry density/moisture content relationshipStandard compactive effortAS 1289.5.1.1, MR (Qld) Method Q142A, RMS (NSW) Method T111

Oversize materialOversize material treatmentMR (Qld) Method Q143

Dry density/moisture content relationshipModified compactive effortAS 1289.5.2.1, MR (Qld) Method Q142B, RMS (NSW) Method T112

Minimum and maximum dry densityNot applicableAS 1289.5.5.1

Assignment of OMC/MDDNot applicableAS 1289.5.4.2, MR (Qld) Method Q144A

Evaluation of geotechnical and civil construction material - Soil engineering propertiesSoilsBearing ratioRemoulded specimensAS 1289.6.1.1, Method Q113A, MR (Qld) Method Q113B, MR (Qld) Method Q113C, RMS (NSW) Method T117

DispersionEmerson classAS 1289.3.8.1

ReactivityShrink/swellAS 1289.7.1.1

Penetration in-situDynamic coneAS 1289.6.3.2, MR (Qld) Method Q114B
Evaluation of geotechnical and civil construction material - Soil field densitySoilsField moisture contentNuclear gaugeAS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N02

Degree of saturationNot applicableMR (Qld) Method Q146

Dry density ratioCalculationAS 1289.5.4.1

Density indexNot applicableAS 1289.5.6.1

Characteristic field density values; Relative compaction; Not applicableMR (Qld) Method Q020, MR (Qld) Method Q140A

Compaction controlHilfAS 1289.5.7.1

Density - In-situNuclear gaugeAS 1289.5.8.1, MR (Qld) Method Q141A, MR (Qld) NGTM Method N01, MR (Qld) NGTM Method N03

Density - In-situSand-coneAS 1289.5.3.1, MR (Qld) Method Q141B

Evaluation of geotechnical and civil construction material - Soil pre-treatmentSoilsSoil pre-treatmentNot applicableAS 1289.1.1, MR (Qld) Method Q101, MR (Qld) Method Q101A, MR (Qld) Method Q101B, MR (Qld) Method Q101C, MR (Qld) Method Q101D; RMS (NSW) Method T102, RMS (NSW) Method T105

Evaluation of geotechnical and civil construction material - Soil stabilisationSoilsSample preparationCement stabilisation; Lime stabilisation; UCS specimens - Field mix; UCS specimens - Laboratory mix; MR (Qld) Method Q135A,
MR (Qld) Method Q251A, MR (Qld) Method Q251B

Compressive strengthUniaxial unconfinedMR (Qld) Method Q115

Curing of moulded specimensCementMR (Qld) Method Q135B

Sample collectionConcrete, grout and mortarNot applicableFresh concrete from a mixer; Fresh concrete from deposited concrete; AS 1012.1

AggregatesNot applicableAggregate from a stockpile; Aggregate from a truck; AS 1141.3.1, MR (Qld) Method Q060

SoilsNot applicableSite selection - Random samplingAS 1289.1.4.1, MR (Qld) Method Q050

Not applicableSite selection - Random stratified samplingAS 1289.1.4.2, MR (Qld) Method Q050

Not applicableDisturbed 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

Not applicableSite selection by spot sampling MR (Qld) Method Q061

| Accreditation Number: 1169 | Site Number: 1162 | Printed on : 02-Dec-2020

 

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