The Standard & Modified Proctor Density Tests
The Standard & Modified Proctor Density Tests
The Standard & Modified Proctor Density Tests
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mixing tools<br />
oven for drying moisture content samples.<br />
PROCEDURE (<strong>Modified</strong> Test):<br />
1. Take 6 000 g of sand and mix with 600 g of bentonite or if pre-mixed soil is available about 6½<br />
kg.<br />
2. Add about 7% 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 five equal layers to get a total<br />
compacted depth of about 130 mm with 55 uniformly distributed blows of the rammer per layer<br />
of the specimen. During compaction the mould should rest directly on the concrete floor of the<br />
lab.<br />
5. Remove the collar from the mould and strike off the soil with the straight edge. Weigh the mould<br />
and soil and record their mass. Subtract the mass of the mould from the specimen and multiply<br />
this mass by 471 and record the result as the wet density in kg per cubic metre of the compacted<br />
specimen.<br />
6. Remove the soil from the mould. Obtain a moisture content sample from the centre of the<br />
specimen, weigh and place in the oven to dry. <strong>The</strong> moisture content sample should weigh<br />
approximately 100 g.<br />
7. Break up the sample and re-mix with the material that was not used in the test and add<br />
approximately to 2% more water. Re-mix again and repeat the compaction procedure and obtain<br />
the moisture content of the sample. This procedure is repeated again and again until, for two<br />
trials, there is a decrease in the wet density of the compacted soil. A minimum of 5 points will be<br />
required to plot the moisture density curve.<br />
CALCULATIONS (<strong>Modified</strong> Test):<br />
1 3<br />
Wet density <strong>The</strong> volume of the 6 inch mould is or (0.002124) m<br />
471<br />
where<br />
ρ = M x 471<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 />
4