8/9/2019 Concrete Comp Design
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Example
Trail Batch (m3): 0.004712
Cementitious MaterialsVolume (m3)
50.00% ortlan! Cement 3.15 231.075 0.0733571 0.000345"5#$
1.0###25450.00% &l' sh 2.3 231.075 0.1004"74 0.0004734023
1.0###254
100.00% Total Cementitious 4"2.15 0.173#245 0.000#1$0"12
2.177"50#
&ine reate
2.00% *+,an!e! ol'strene0.03 4.710"$57 0.1570232 0.00073$#$33
0.0221$"#
-sor,tion: 4% MC: 0%
$#.00% an!2."5 230.#240$ 0.0#71034 0.0004104314 1.0#7"431
-sor,tion: 2% MC: 0%
100.00% Total reate 235.5347# 0.24412"" 0.001150324"
1.10$#3$$
Coarse reate
/rael2.4 #11.74#$" 0.33#22#7 0.0015$3733# 3.#24$"11
-sor,tion: 2% MC: 0%
ater .
ater 1 1#4.#" 0.1#4#" 0.000#710"03 0.#710"03
!mi+ture ater 1 0 0 0
reate -sor,tion 1 21.03$##$ 0.02103$$ 0.0000$$14
0.0$$14
Total ater 1"3.#2011 0.1"3#201 0.000771$204 0.771$204
!mi+ture % oli!s mount (ml)
1. ir *ntrainer ensit': 1010 m3 5.00% $# 22".4535 1.0"704##$2
0
CementCementitious 6atio 0.5 0.5
aterCementitious 6atio 0.4 0.4
&lo (8lo ta-le)9 lum,9 lum, &lo9 mm. 0 Measure! ir9
% #% 0.00037"$"
ensit' (nit eiht)9 m3 1$50.#"#4224$23 Measure!
/raimetric ir Content9 % Measure!
;iel!9 m3 1.04207$777# 0.004$1027$$
aterCement 6atio 0.70#$47#
ir (# > $#ml100 o8 Cement)
?n!icate the aria-les in the mi+ture !esin an! a!mi+ture
Instructions
;ou can onl' chane hats in the 'ello -o+es.
te, 1: ;ou ant to no 'our atercementitious ratio to 8in! the
strenth i8 the concrete.
?n!icates the aterCementitious 6atio
te, 2: @oo on Ta-le 4: ater 6eAuirement an! chose the amount o8
slum, that 'ou ant9 (20mm ma+ sie o
areate). ?n thus case the slum, !oesnt matter much -ecause e
arent orin the concrete much.
?n!icates the ater
te, 3: ensit' is o-taine! -' chanin the amount (m3) o8 total
8ine areate9 rael9 an! -' chanin th
cementcementitious ratio. To a!Dust the !ensit' use oal seeer to
ala's ee, the 'iel! at 1m3. ?n oal ee
set cell to *349 alue to 19 an! chane either the total 8ine or
the rael to 8in! an anser
The ensit' is hat 'ou are looin 8or hen !esinin the mi+
te, 4: The !osae o8 a!mi+ture is last9 ? !ont no ho much air it
ill ie so 'ou hae to tae a uessE
ro,ortionsas esine!
ctual Batche!ro,ortions
,eci8ic/rait'
mount(m3)
Volume(m3)
mount()
osae(ml100)
mount(mlm3)
ater in !mi+ture
()
8/9/2019 Concrete Comp Design
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ercent assin
iee (mm)an! *+,an!e! ol'strene Bea!s Com,osite
$.5 1 1 1
4.75 1 1 1
2.3" 0.$$$ 0 0.$7$02
1.1# 0.$$4 0 0.$7412 ercent assin
0." 0.555 0 0.543$ iee (mm)@oer @imit,,er @imit
0.3 0.17 0 0.1""" $.5 1 1
0.15 0.03 0 0.02$4 4.75 0.$5 1
ercent Co $#.00% 2.00% 100.00% 2.3" 0.# 1
1.1# 0.5 0.#5
?n!icate the aria-les in the ra!ation ta-le 0." 0.25 0."
Instructions 0.3 0.1 0.3
;ou can onl' chane hat in the 'ello -o+es9 ee, in min! that 0.15
0.02 0.1
'ou ant to sta' ithin the loer an! u,,er limits o8 TM C 33
