Civil Engineering Project Management (4th Edition)
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250 <strong>Civil</strong> <strong>Engineering</strong> <strong>Project</strong> <strong>Management</strong><br />
discharges from the silo. It is better if concrete batches are made up per bag or<br />
(more usually) per 2 No. 50 kg bags of cement, in which case only variations in<br />
the weight of aggregate affect the mix; but this method is only possible for relatively<br />
modest concrete outputs, not when large pours are required. The cement<br />
content of a mix cannot be directly tested; hence the importance of keeping<br />
watch on the batching plant accuracy. It would not be unreasonable for the<br />
resident engineer to ask the contractor to conduct regular tests at suitable times<br />
on the accuracy of the batching plant. A responsible contractor will realize that<br />
it is better to ensure his plant is accurate, than to face the difficulty of finding<br />
that concrete placed is below the required strength.<br />
Occasionally on small sites or overseas, volume batching of concrete is<br />
used. The weight per unit volume of aggregates has to be obtained by weighing<br />
the amount required to loosely fill a measured container. Suitable wooden<br />
gauge boxes for aggregate, sand and cement then have to be made up for<br />
a given mix. Average weights of Portland cement are 1280 kg/m 3 (80 lb/ft 3 )<br />
loose, or 1440 kg/m 3 (90 lb/ft 3 ) when shaken. If hand mixing is adopted, fairly<br />
large gauge boxes with no bottom can be used, since they are placed on a<br />
mixing platform, filled and lifted off. They would usually be sized for 1 bag<br />
(50 kg) of cement. The bulking of the sand according to its moisture content<br />
has to be allowed for.<br />
19.9 Conveyance and placing of concrete<br />
Specifications often contain clauses dealing with the transport of concrete,<br />
requiring re-mixing after transport beyond a certain limit, limiting the height<br />
through which concrete can be dropped, and requiring no concrete be placed<br />
when more than a certain time has elapsed since mixing. In practice, problems<br />
of this sort seldom prove significant. Sometimes it may be necessary to insist<br />
that a contractor uses a closed chute to discharge concrete through a height in<br />
order to prevent segregation. Also it may be desirable to ensure mixed concrete<br />
is not left unplaced for over-long. A requirement often found in specifications<br />
is that concrete must not be placed after it reaches its ‘initial set’ which, for<br />
ordinary Portland cement concrete may take place 1–2 h after mixing, dependent<br />
on temperature, etc. However, a hardening on the outside due to surface<br />
drying can occur after about half-hour’s standing, especially in hot weather.<br />
If this concrete is ‘knocked up again’ and shows it can be satisfactorily placed<br />
it need not be rejected. On the other hand, if a delay is so lengthy that the<br />
concrete hardens into lumps, such concrete must be discharged to waste.<br />
Pumped concrete usually poses more problems for the contractor than it<br />
does for the resident engineer, since only well graded mixes relatively rich in<br />
cement are pumpable. Usually several mortar batches must be sent through<br />
the pipeline to ‘lubricate it’ before the first batch of concrete is pumped<br />
through, and pumping must thereafter be continuous. It is not easy to pump concrete<br />
more than 300–400 m. If a stoppage of the flow of concrete occurs for any