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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. 275<br />

stone metal. Elongation index is weight of elongated particles divided<br />

by total non-flaky particles. The value of flakiness index and elongation<br />

index so found are added up.<br />

6.2.2 Grading requirements :<br />

The aggregates shall conform to the grading given below:<br />

TABLE – 2<br />

GRADING REQUIRMENTS OF AGGREGATES FOR WET MIX MACADAM<br />

SIEVE DESIGNATION PERCENT PASSING<br />

53 mm 100<br />

45 mm 95 -100<br />

26.5 mm ---<br />

22.4 mm 60 – 80<br />

11.2 mm 40 – 60<br />

4.75 mm 25 – 40<br />

2.36 mm 15 -30<br />

600 microns 8 -22<br />

75 microns 0-8<br />

Materials finer than 425 micron shall have Plasticity Index (PI) not<br />

exceeding 6.<br />

The final gradation approved within these limits shall be well graded<br />

from coarse to fine and shall not vary from the low limit on one sieve to<br />

the high limit on the adjacent sieve or vice versa.<br />

6.2.3 Construction operation:<br />

6.2.3.1 Preparation of Base:<br />

Clause 404.3.1 of MORT & H shall apply.

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