GENERAL AND PARTICULAR SPECIFICATIONS OF ... - UNDP
GENERAL AND PARTICULAR SPECIFICATIONS OF ... - UNDP
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 />
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