## Product |
## Test Code |
## Description |

## Conc,Sample |
## AS 1012.1 |
## Sampling of concrete |

## Conc,Strength |
## AS 1012.11 |
## Modulus of rupture |

## Conc,MPUV |
## AS 1012.12.1 |
## Mass per unit volume hardened concrete (Rapid) |

## Conc,MPUV |
## AS 1012.12.2 |
## Mass per unit volume hardened concrete (Water displacement) |

## Conc,Sample |
## AS 1012.14 |
## Securing and Testing cores from hardened concrete for compressive strength |

## Conc,Consist |
## AS 1012.3.1 |
## Slump test |

## Conc,Consist |
## AS 1012.3.5 |
## Slump flow, T500, J-Ring |

## Conc,Air |
## AS 1012.4.2 |
## Air content of fresh concrete (reduction in pressure above) |

## Conc,MPUV |
## AS 1012.5 |
## Mass per unit volume of fresh concrete |

## Conc,Casting |
## AS 1012.8.1 |
## Making and curing (compression & indirect tensile) |

## Conc,Casting |
## AS 1012.8.2 |
## Making and curing (Flexural Specimens) |

## Conc,Casting |
## AS 1012.8.3 |
## Making and curing (Mortar & Grout specimens) |

## Conc,Casting |
## AS 1012.8.4 |
## Making and curing (Drying Shrinkage specimens) |

## Conc,Strength |
## AS 1012.9 |
## Compressive strength (concrete, mortar & grout) |

## Aggs,PSD |
## AS 1141.11.1 |
## Particle Size distribution (Sieving) |

## Aggs,PSD |
## AS 1141.11.2 |
## Particle Size distribution (Vision sizing systems) |

## Aggs,PSD |
## AS 1141.12 |
## Materials finer than 75um (by washing) |

## Aggs,Shape |
## AS 1141.14 |
## Particle shape by proportional caliper |

## Aggs,Shape |
## AS 1141.15 |
## Flakiness index |

## Aggs,Shape |
## AS 1141.18 |
## Crushed particles in coarse aggregate derived from gravel |

## Aggs,PSD |
## AS 1141.19 |
## Fine particle size distribution in road materials (decant) |

## Aggs,Shape |
## AS 1141.20.1 |
## Average least dimension - direct measure (10mm and greater) |

## Aggs,Shape |
## AS 1141.20.2 |
## Average least dimension - direct measure (Nom 5mm & 7mm) |

## Aggs,Shape |
## AS 1141.20.3 |
## Average least dimension - calculation (nomograph) |

## Aggs,Strength |
## AS 1141.21 |
## Aggregate crushing value |

## Aggs,Strength |
## AS 1141.22 |
## Wet/Dry strength variation |

## Aggs,Sample |
## AS 1141.3.1 |
## Sampling aggegates |

## Rock,Sample |
## AS 1141.3.2 |
## Sampling rock spalls and boulders |

## Aggs,Contam |
## AS 1141.31 |
## Light particles |

## Aggs,Contam |
## AS 1141.32 |
## Weak particles in coarse aggregate |

## Aggs,Contam |
## AS 1141.33 |
## Clay and fine silt (Settling method) |

## Aggs,Density |
## AS 1141.4 |
## Bulk density of aggregate |

## Aggs,Density |
## AS 1141.5 |
## Particle density & water absorption of fine aggregate |

## Aggs,Strength |
## AS 1141.52 |
## Unconfined cohesion of compacted pavement materials |

## Aggs,Density |
## AS 1141.6.1 |
## Particle density & water absorption of coarse aggregate |

## Soil,Prep |
## AS 1289.1.1 |
## Preparation of disturbed soil samples |

## Soil,Sample |
## AS 1289.1.2.1 |
## Sampling & preparation - disturbed |

## Soil,Sample |
## AS 1289.1.4.2 |
## Selection of sampling or test sites (Stratified random number) |

## Soil,Moisture |
## AS 1289.2.1.1 |
## Moisture content (Oven drying) |

## Soil,Moisture |
## AS 1289.2.1.2 |
## Moisture content (Sand bath) |

## Soil,Moisture |
## AS 1289.2.1.4 |
## Moisture content (Microwave) |

## Soil,Moisture |
## AS 1289.2.3.1 |
## Establishment of correlation (subsidary & standard methods) |

## Soil,Class |
## AS 1289.3.1.1 |
## Liquid limit (4 point casagrande) |

## Soil,Class |
## AS 1289.3.1.2 |
## Liquid limit (1 point casagrande) |

## Soil,Class |
## AS 1289.3.2.1 |
## Plastic limit |

## Soil,Class |
## AS 1289.3.3.1 |
## Plasticity index |

## Soil,Class |
## AS 1289.3.3.2 |
## Plasticity index (Cone) |

## Soil,Class |
## AS 1289.3.4.1 |
## Linear shrinkage |

## Soil,Density |
## AS 1289.3.5.1 |
## Soil particle density |

## Soil,PSD |
## AS 1289.3.6.1 |
## Particle size distribution (standard by sieving) |

## Soil,PSD |
## AS 1289.3.6.3 |
## Particle size distribution (standard by hydrometer) |

## Soil,Class |
## AS 1289.3.8.1 |
## Emerson class number |

## Soil,Class |
## AS 1289.3.9.1 |
## Cone liquid limit |

## Soil,Class |
## AS 1289.3.9.2 |
## Cone liquid limit (one point) |

## Soil,Chem |
## AS 1289.4.3.1 |
## pH of soil |

## Soil,Chem |
## AS 1289.4.4.1 |
## Electrical resistivity of a soil |

## Soil,Comp |
## AS 1289.5.1.1 |
## Dry density/moisture content relationship (Standard) |

## Soil,Comp |
## AS 1289.5.2.1 |
## Dry density/moisture content relationship (Modified) |

## Soil,Comp |
## AS 1289.5.3.1 |
## Field density (Sand replacement) |

## Soil,Comp |
## AS 1289.5.4.1 |
## Compaction control test (density & moisture ratios) |

## Soil,Comp |
## AS 1289.5.4.2 |
## Compaction control test (Assigned values) |

## Soil,Comp |
## AS 1289.5.5.1 |
## Minimum & maximum dry density (cohesionless) |

## Soil,Comp |
## AS 1289.5.6.1 |
## Compaction control test (Density index) |

## Soil,Comp |
## AS 1289.5.7.1 |
## Compaction control test (Hilf rapid method) |

## Soil,Comp |
## AS 1289.5.8.1 |
## Field density (Nuclear Gauge) |

## Soil,Strength |
## AS 1289.6.1.1 |
## California Bearing Ratio (Lab remoulded) |

## Soil,Strength |
## AS 1289.6.3.2 |
## Penetration resistance of soil (9kg DCP) |

## Soil,Strength |
## AS 1289.6.3.3 |
## Penetration resistance of soil (Perth sand) |

## Soil,Class |
## AS 1289.7.1.1 |
## Shrinkage index of a soil |

## Rock,Strength |
## AS 4133.4.1 |
## Point load strength index |

## Soil,Strength |
## AS 5104.4 |
## General principles on the reliability of structures |

## Soil,Moisture |
## Q010 |
## Establishing the relationship between standard & subsidary |

## Soil,Comp |
## Q020 |
## Calculation of characteristic value of a lot |

## Soil,Sample |
## Q050 |
## Random selection of sampling or test locations |

## Soil,Sample |
## Q060 |
## Representative sampling of soils, crushed rock & aggregates |

## Soil,Sample |
## Q061 |
## Spot sampling of soils, crushed rock & aggregates |

## Soil,Prep |
## Q101 |
## Preparation of disturbed samples |

## Soil,Prep |
## Q101A |
## Sample combination and splitting |

## Soil,Prep |
## Q101B |
## Representative sample reduction |

## Soil,Prep |
## Q101C |
## Fractionation |

## Soil,Prep |
## Q101D |
## Breakup, cleaning and crushing |

## Soil,Moisture |
## Q102A |
## Moisture content (Oven drying) |

## Soil,Moisture |
## Q102B |
## Moisture content (Microwave) |

## Soil,PSD |
## Q103A |
## Particle size distribution of soil (Wet sieving) |

## Soil,PSD |
## Q103B |
## Particle size distribution of aggregate (Dry sieving) |

## Soil,Class |
## Q104A |
## Liquid limit of soil |

## Soil,Class |
## Q104D |
## Liquid limit of soil (One Point) |

## Soil,Class |
## Q105 |
## Plastic limit & Plasticity index |

## Soil,Class |
## Q106 |
## Linear shrinkage |

## Soil,Density |
## Q109 |
## Apparent particle density of soil |

## Soil,Density |
## Q109A |
## Apparent particle density of soil (Fine fraction) |

## Soil,Density |
## Q109B |
## Apparent particle density of soil (Coarse fraction) |

## Soil,Strength |
## Q113A |
## California Bearing Ratio (Standard) |

## Soil,Strength |
## Q113B |
## California Bearing Ratio (Modified) |

## Soil,Strength |
## Q113C |
## California Bearing Ratio (Nominated Levels) |

## Soil,Strength |
## Q114B |
## Insitu CBR (DCP) |

## Soil,Stab |
## Q115 |
## Unconfined Compressive Strength (UCS) of stabilised material |

## Soil,Stab |
## Q135A |
## Addition of stabilising agents |

## Soil,Stab |
## Q135B |
## Curing moulded specimens of stabilised materials |

## Soil,Comp |
## Q140A |
## Relative compaction of soils & crushed rock |

## Soil,Comp |
## Q141A |
## Compacted density of soils & crushed rock (Nuclear Gauge) |

## Soil,Comp |
## Q141B |
## Compacted density of soils & crushed rock (Sand Replacement) |

## Soil,Comp |
## Q142A |
## Dry density/moisture relationship (Standard) |

## Soil,Comp |
## Q142B |
## Dry density/moisture relationship (Modified) |

## Soil,Comp |
## Q142C |
## Dry density/moisture relationship (Rapid Method) |

## Soil,Comp |
## Q143 |
## Treatment of oversize material |

## Soil,Comp |
## Q144A |
## Assignment of Maximum dry density & optimum moisture |

## Soil,Comp |
## Q145A |
## Laboratory compaction to nominated levels |

## Soil,Comp |
## Q146 |
## Degree of saturation |

## Aggs,Shape |
## Q201 |
## Flakiness index |

## Aggs,Shape |
## Q202 |
## Average least dimension of cover aggregate |

## Aggs,Strength |
## Q205A |
## Ten Percent fines value - Dry |

## Aggs,Strength |
## Q205B |
## Ten Percent fines value - Wet |

## Aggs,Strength |
## Q205C |
## Wet/Dry strength variation |

## Aggs,Shape |
## Q215 |
## Crushed particles of aggregate |

## Aggs,Contam |
## Q217 |
## Weak particles in aggregate |

## Aggs,Density |
## Q221A |
## Uncompacted unit mass of aggregate |

## Aggs,Density |
## Q221B |
## Compacted unit mass of aggregate |

## Aggs,Sample |
## T100 |
## Sampling road construction materials (Soil, gravel, sand, aggregate, rock and recycled products). |

## Soil,Prep |
## T102 |
## Pretreatment (by compaction) |

## Soil,Prep |
## T103 |
## Pretreatment (by artificial weathering) |

## Soil,Prep |
## T105 |
## Preparation of samples for testing (Soils) |

## Soil,PSD |
## T106 |
## Coarse particle size distribution (dry sieving) |

## Soil,PSD |
## T107 |
## Fine particle size distribution |

## Soil,Class |
## T108 |
## Liquid limit |

## Soil,Class |
## T109 |
## Plastic limit & Plastic index |

## Soil,Comp |
## T111 |
## Dry density and moisture relationship |

## Soil,Comp |
## T112 |
## Dry density and moisture relationship (Modified) |

## Soil,Class |
## T113 |
## Linear shrinkage |

## Soil,Strength |
## T114 |
## Maximum dry compressive strength |

## Soil,Stab |
## T116 |
## Unconfined compressive strength of remoulded materials |

## Soil,Strength |
## T117 |
## California Bearing Ratio (Lab remoulded) |

## Soil,Comp |
## T119 |
## Field density (Sand replacement) |

## Soil,Moisture |
## T120 |
## Moisture content (Standard) |

## Soil,Moisture |
## T121 |
## Moisture content (Sand Bath or Hotplate) |

## Soil,Chem |
## T123 |
## pH Value of soil |

## Soil,Stab |
## T130 |
## Dry density and moisture relationship (Lab blended cement) |

## Soil,Stab |
## T131 |
## Unconfined compressive strength (Lab blended cement) |

## Soil,Stab |
## T132 |
## California Bearing Ratio (Cementitious materials) |

## Soil,Stab |
## T136 |
## Spread rate of dry powder binders |

## Soil,Stab |
## T147 |
## Working time for road materials (Lab - slow setting binders) |

## Pave,Strength |
## T160 |
## Deflection measurement (Portable beam) |

## Soil,Strength |
## T161 |
## Penetration resistance (9kg DCP) |

## Soil,Comp |
## T162 |
## Compaction control test (Rapid method) |

## Soil,Comp |
## T164 |
## Maximum dry density of cohesionless material (vibration) |

## Soil,Comp |
## T166 |
## Relative compaction |

## Soil,Comp |
## T173 |
## Field wet density (Nuclear gauge) |

## Soil,Moisture |
## T180 |
## Moisture content (Microwave) |

## Soil,Chem |
## T185 |
## Resistivity of sands & granular materials |

## Pave,Strength |
## T199 |
## Deflection testing of road formation |

## Aggs,PSD |
## T201 |
## Particle distribution of aggregate (by washing) |

## Aggs,PSD |
## T203 |
## Particle distribution of aggregate finer than 75um (by washing) |

## Aggs,Strength |
## T205 |
## Aggregate Crushing Value (ACV) |

## Aggs,Density |
## T209 |
## Particle density & water absorption of coarse aggregate |

## Aggs,Density |
## T210 |
## Density & water absorption of fine aggregate |

## Soil,Moisture |
## T2105 |
## Correlation of moisture content with standard method |

## Aggs,Density |
## T211 |
## Uncompacted bulk density of aggregate |

## Aggs,Density |
## T212 |
## Compacted bulk density of aggregate |

## Aggs,Shape |
## T213 |
## Particle shape by proportional caliper |

## Aggs,Strength |
## T215 |
## Wet/Dry strength variation |

## Rock,Strength |
## T223 |
## Point load strength (Field method) |

## Aggs,Shape |
## T235 |
## Average least dimension (10mm and greater) |

## Aggs,Shape |
## T239 |
## Fractured faces of coarse aggregate |

## Pave,Surface |
## T240 |
## Road surface texture depth (Sand Patch) |

## Aggs,Contam |
## T268 |
## Clay/Silt content of aggregate (Settling method) |

## Aggs,Sealing |
## T274 |
## Aggregate spread rate (field method) |

## Aggs,Shape |
## T275 |
## Average least dimension (5mm & 7mm) |

## Aggs,Contam |
## T276 |
## Foreign materials content of recycled crushed concrete |

## Aggs,Shape |
## T278 |
## Aggregate shape ratio (greatest to least dimension) |

## Aggs,PSD |
## T280 |
## Maximum particle size of materials (by direct measurement) |

## Conc,Sample |
## T300 |
## Sampling fresh concrete |

## Conc,Consist |
## T301 |
## Consistence of concrete (Slump) |

## Conc,MPUV |
## T303 |
## Mass per unit volume of fresh concrete |

## Conc,Casting |
## T304 |
## Moulding of concrete specimens |

## Conc,Strength |
## T305 |
## Inspection & capping of concrete compression specimens |

## Conc,Strength |
## T306 |
## Compressive strength of concrete specimens |

## Conc,Strength |
## T310 |
## Compressive strength of Cores |

## Conc,MPUV |
## T316 |
## Mass per unit volume (Rapid Measuring) |

## Conc,MPUV |
## T317 |
## Mass per unit volume (Water Displacement) |

## Conc,Air |
## T320 |
## Determination of air content (fresh concrete) |

## Conc,Consist |
## T322 |
## Flow of grout mixtures |

## Conc,Casting |
## T327 |
## Making & Curing of Flexural specimens |

## Conc,Strength |
## T328 |
## Flexural strength of concrete specimens |

## Conc,Property |
## T329 |
## Wet sieving of concrete |

## Conc,MPUV |
## T368 |
## Dressing of voids in concrete specimen, unit mass adjustment |

## Conc,Strength |
## T375 |
## Sampling & Testing of grout |

## Conc,Casting |
## T376 |
## Moulding of No-Fines concrete specimens |

## Conc,MPUV |
## T381 |
## Relative compaction of concrete pavement |

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