Software to Calculate Concrete Mix Design
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Transcript of Software to Calculate Concrete Mix Design
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Design 1 cu.yd. Proportions
Cementitious 564 lb. Cement 479 lb.
Class F Fly Ash 15.00 % Class F Fly Ash 85 lb.
Class C Fly Ash 0.00 % Class C Fly Ash 0 lb.
Microsilica 0.00 % Microsilica 0.0 lb.
Water/Cement Ratio 0.500 Coarse Aggregate 1750 lb.Coarse Aggregate 1750 lb. Intermediate Aggregate 0 lb.
Intermediate Aggregate 0.0 % Fine Aggregate 1420 lb.
Min. Air Content 1.0 % Water 278.7 lb.
Max. Air Content .! % ""# 0.0 oz.
$ield 27.27 cu.ft. Polyheed %%& 0.0 oz.
""# 0.0 oz/cwt Polyheed FC1!! 0.0 oz.
Polyheed %%& 0.0 oz/cwt 'lenium !! 0.0 oz.
Polyheed FC1!! 0.0 oz/cwt !!R 0.0 oz.
'lenium !! 0.0 oz/cwt #C() 84.6 oz.
!!R 0.0 oz/cwt CaCl 0.0 oz.
#C() 15.0 oz/cwt Rheocrete """* 0.0 oz.
CaCl 0.00 % Del+o 0.0 oz.Rheocrete """* 0.0 gal M,-R 0.0 oz.
Del+o 0.0 oz/cwt DCI 0.0 oz.
M,-R 0.00 oz/cwt heoretical 0nit Weight 1)). pcf @ max. air
DCI 0.0 gal 147.1 pcf @ min. air
145.7
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CAMA Colorado2 Inc.3a4oratory Data heet
Date5
Mix5
3a4 I.D.5
PR6P6RI6#
!.!((7
Cement 479 lb. 26.65 lb
I' Class F Fly Ash 85 lb. 4.70 lb
Class C Fly Ash 0 lb. 0.00 lb
Microsilica 0.0 lb. 0.00 lb
Coarse Aggregate 1750 lb. 97.0 lb x 1.0000 97.0 48.
Intermediate Aggregate 0 lb. 0.00 lb x 0.000 0.00 0.
Fine Aggregate 1420 lb. 78.9 lb x 1.025 80.91 40.
Water 278.7 lb. 15.50 lb ! 1.97 1.52
""# 0.0 oz/cwt 0.00 ml
Polyheed %%& 0.0 oz/cwt 0.00 ml
Polyheed FC1!! 0.0 oz/cwt 0.00 ml
Rheo4uild !!!FC 0.0 oz/cwt 0.00 ml
!!R 0.0 oz/cwt 0.00 ml
#C() 15.0 oz/cwt 19.11 ml
CaCl 0.00 % 0.00 ml
Rheocrete """* 0.0 gal. 0.00 ml
Del+o 0.0 oz/cwt 0.00 ml
M,-R 0.00 oz/cwt 0.00 ml
Rheocrete C#I 0.0 gal. 0.00 ml.
P8$ICA3 PR6P9RI9
heoretical 0nit Weight 144.
147.1Actual 0nit Weight
lump inc"#$
Air Content %
Mix emperature
W/C Ratio :design; 0.500
Water added/le
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CAMA Colorado2 Inc.3a4oratory Data heet
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MA9RIA3 P.'R. A,.63.
)#m#nt .15 2.44
)la$$ & &l' *$" 2.5 0.58
)la$$ ) &l' *$" 2.71 0.00
+icro$ilica 2.20 0.00
)oar$# *ggr#gat# 2.61 10.75,nt#rm#(iat# *ggr#gat# 2.61 0.00
&in# *ggr#gat# 2.61 8.72
-at#r 1.00 4.47
22 0.0
ol'"##( 997 0.0
ol'"##( &)100 0.0
"#obuil( 1000 0.0
00 0.0
ozzut#c 20 50.8
)a)l 0.0
"#ocr#t# 222 0
#l3o 0.0+! 0.0
), 0.00 0.0
0.05 .0
min. air 0.27
max. air 0.82
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MA9RIA3 M6I0R9
Coarse Aggregate an lb.
an -#t oc lb.
an r' oc lb.
-at#r lb.
r' oc lb.
