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The Standard & Modified Proctor Density Tests

The Standard & Modified Proctor Density Tests

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e) mixing tools, pans, moisture containers, etc.<br />

f) oven for drying moisture content samples.<br />

PROCEDURE (<strong>Standard</strong> Test):<br />

1. Either mix 4 kg of sand and 400 g of bentonite or if the soil is pre-mixed take about 4½ kg. Break<br />

up any lumps in the sample and mix it thoroughly.<br />

2. Add about 9.5% water to the sample or as given by the instructor and mix thoroughly until all the<br />

water is uniformly absorbed.<br />

3. Weigh the empty mould without the collar or base and record its mass.<br />

4. With the collar attached to the mould, compact a specimen in three equal layers to get a total<br />

compacted depth of about 130 mm with 25 uniformly distributed blows of the rammer per layer.<br />

During compaction the mould should rest directly on the concrete floor of the lab and not in the<br />

mixing pan.<br />

5. Remove the collar from the mould and strike off the soil with the straight edge even with the top<br />

of the mould. Weigh the mould and the soil and record their mass. Subtract the mass of the<br />

mould from the specimen and multiply by 1060 and record the result as the wet density of the<br />

compacted specimen in kg/m 3 .<br />

6. Remove the soil from the mould using the arbour press. Obtain a moisture content sample of<br />

about 120 g from the centre of the specimen, weigh and place in the oven to dry.<br />

7. Break up the sample and remix with the material that was not used in the test and add<br />

approximately 2% more water. Remix and repeat the compaction procedure and obtain the<br />

moisture content of the sample. This procedure is repeated again and again until two successive<br />

decreases in the wet density of the compacted soil are observed. A minimum of 5 points are<br />

normally required to plot the moisture density curve.<br />

CALCULATIONS (<strong>Standard</strong> Test):<br />

1 3<br />

Wet density: (<strong>The</strong> volume of the 4" mould is m )<br />

1060<br />

where<br />

ρ = M x 1060<br />

ρ = wet density in kg/m 3<br />

M = mass of wet soil contained in the mould in kg (does not include the mould)<br />

2

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