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104
HARBOUR ENGINEERING.
conditions of fineness. One hundred grammes (4 ozs. approx.) shall be con-
tinuously sifted for a period of fifteen minutes with the following results : —
“ The residue on a sieve 76 by 76 = 5776 meshes per square inch is not
to exceed 3 per cent.
“ The residue on a sieve 180 by 180 = 32,400 meshes per square inch is
not to exceed 18 per cent.
“ The sieves are to be prepared from standard wire, the size of the wire for
the 5776 mesh being '0044 inch, and for the 32,400 mesh, '002 inch. The
wire cloth shall be woven (not twilled), the cloth being carefully mounted on
the frames without distortion.
‘ 'The spécifie gravity of the cement, when fresh burnt and ground, shall
not be less than 3'15 or 3’10 when it can be proved to the satisfaction of
the engineer (or of the purchaser) that the cement has been ground for
four weeks.”
The cement shall be delivered in packages marked with the manu-
facturer’s name.1
Chemical Composition.—“The cement shall comply with the following
conditions as to its chemical composition. There shall be no excess of
lime; that is to say, the proportion of lime shall not be greater than is
necessary to saturate the silica and alumina present.2 The percentage of
insoluble residue shall not exceed 1-5 per cent.; that of magnesia shall not
exceed 3 per cent. ; and that of sulphuric anhydride shall not exceed
2'75 per cent.
“ The quantity of water used in gauging shall be appropriate to the
quality of the cement, and shall be so proportioned that when the cement is
gauged it shall form a smooth, easily worked paste,
that will leave the trowel cleanly in a compact mass.
Fresh water shall be used for gauging, and the
temperature thereof and that of the test-room, at the
time the said operations are performed, shall be from
58 to 64 degrees Fahrenheit. The cement gauged
as above shall be filled, without mechanical ramming,
into moulds of the form shown in fig. 88, each mould
resting upon an iron plate until the cement has set.
When the cement has set sufficiently to enable the
mould to be removed without injury to the briquette
such removal is to be effected. The briquette shall
be kept in a damp atmosphère for twenty-four hours
after gauging, when it shall be placed in fresh water
Fig. 88. —Standard
Briquette.
and allowed to remain there until required for breaking, the water in
1 Any purchaser wishing to have the cement delivered in sealed bags, or in bags of
any certain size, should so specify at the time of ordering.
2 The proportion of lime to silica and alumina shall not be greater than the ratio
(calculated in chemical équivalents) represented by o^rrrr = 2'85. The molecular
weight of lime = 56 ; silica=60 ; alumina = 102.