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particular specifications (road works) - CIDCO Maharashtra Ltd.

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<strong>CIDCO</strong> OF MAHARASHTRA LTD<br />

C.A.No.01/<strong>CIDCO</strong>/SE(KHR)/EE(KHR-I)/2010–11 Pg. No. 399<br />

8.2.3 Requirement of filter material:<br />

NOTE:<br />

1. D15 of filter/D15<br />

of Base material<br />

2. D15 of filter/D85<br />

of base material<br />

– 5 to 40, provided that the filter<br />

dose not contain more than 5% of<br />

material filter than 0.075mm.<br />

- 5 or less<br />

3. The grain-size curve of the filter should be roughly parallel to<br />

that of the base material.<br />

Filter may not be required if embankment consists of CH or CH soils<br />

with liquid limit grater than 30, resistant to surface erosion. If a layer of<br />

material is used in this case as bedding for pitching, it shall be well<br />

graded and its D85 size shall be at least twice the maximum void size<br />

in the pitching.<br />

1. In the forgoing, D15 means the size of the sieve that allows 15%<br />

by weight of the filter material to pass through it, and similar is<br />

the meaning of D 85.<br />

2. If more than one filter layer is required, the same requirement as<br />

given above shall be followed.<br />

3. The finer filter shall be considered as the base material for<br />

selection of gradation of the coarser filter.<br />

4. The filter material shall be suitable complete to a firm condition.<br />

8.2.4 Construction Operations:<br />

Before laying the pitching the sides of banks shall be trimmed to the<br />

required slope and profiles put up by means of line and page at

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