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GENERAL AND PARTICULAR SPECIFICATIONS OF ... - UNDP

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<strong>SPECIFICATIONS</strong><br />

CONCRETE WORK<br />

The total sodium chloride content of any materials<br />

used for making concrete shall be less than :<br />

- For mass concrete .............. 1.5 percent<br />

- For reinforced concrete ........ 0.7 percent<br />

Expressed as a percentage, by weight of the cement. In<br />

calculations made under the provisions of this clause,<br />

any chloride, other than sodium chloride in the materials<br />

shall be converted to the equivalent of sodium chloride<br />

and be added to the amount of sodium chloride. The<br />

sulphate content shall not exceed 0.03 percent by weight<br />

of the cement.<br />

C 5<br />

C 5.01<br />

PROPORTIONS<br />

General<br />

After the materials provided by the Contractor have been<br />

accepted for the works, the proportions and equivalent<br />

batch weights shall be determined which will produce<br />

concrete having not less than the strength required.<br />

C 5.02<br />

Trial Mixes<br />

The actual proportions shall be determined on the basis<br />

trial mixes made by the Contractor and conducted with the<br />

content being determined by means of yield test in<br />

accordance with American Society for Testing Material<br />

(ASTM) Designation (C-138). The proportions will be such<br />

as to required (within a tolerance of plus or minus one<br />

(1) percent, the cement content shown in Table I as the<br />

minimum cement content, provided, however, that if the<br />

materials supplied by the Contractor are of such a nature<br />

or are so graded that proportions based on the minimum<br />

cement content cannot be used without exceeding the<br />

maximum allowable water content specified in Table I, the<br />

proportions will be adjusted so as to require the least<br />

amount of cement which will produce concrete of the<br />

required plasticity and work- ability without exceeding<br />

such maximum allowable water content. No additional<br />

compensation will be made for the increase in quantity of<br />

cement required.<br />

C 5.03<br />

Contents<br />

The mixes required will be designated in kilograms of<br />

fine and coarse aggregate exclusive of free water, per<br />

sack (50 Kilograms) of cement and in liters of total<br />

mixing water per sack of cement on the basis of the<br />

required amount of cement per cubic meter of concrete.<br />

3-42

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