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specification for subdivision construction of road works and drainage

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NOMINAL SIZE<br />

(mm)<br />

PERCENTAGE PASSING<br />

(by mass)<br />

19.0mm 100<br />

9.5mm 70 - 80<br />

4.75mm 40 - 65<br />

2.36mm 30 - 50<br />

425μm 12 - 30<br />

75μm 3 - 12<br />

The ratio <strong>of</strong> the portion passing the 75μm sieve to the portion passing the 425μm sieve shall fall within<br />

the range 40 - 60%.<br />

Soil Constants:<br />

The portion <strong>of</strong> the sample which passes the 425μm sieve (Soil Mortar) shall con<strong>for</strong>m to the following<br />

requirements:-<br />

The plastic limit shall not exceed 20<br />

The liquid limit shall not exceed 25<br />

The Plasticity Index shall not exceed 5<br />

The Linear Shrinkage shall not exceed 1%<br />

The Dry Compressive Strength shall not be less than 1.75 Mpa.<br />

Dust ratio shall not exceed 0.67<br />

Notwithst<strong>and</strong>ing this <strong>specification</strong>, any sample which in the opinion <strong>of</strong> the Engineer, is composed <strong>of</strong><br />

unsuitable material, or is composed <strong>of</strong> material which would break down with aging or weathering to<br />

such an extent that it would then fall outside the limits <strong>of</strong> this Specification, shall be rejected.<br />

Specification <strong>for</strong> Subdivision Construction <strong>of</strong> Road Works <strong>and</strong> Drainage<br />

Rev. 1 – February 2013<br />

26

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