Concrete mix ratios are the proportions of concrete
components such as cement, sand, aggregates and water. These mix ratios are
decided based on type of construction and mix designs. However, building codes
provides nominal and standard concrete mix ratios for various construction
works based on experience and testing. These types of concrete mix ratios are
discussed in this article.
Point should be know before estimating
Density of cement = 1440 kg/m3 –
Size = 50kg bag = 34.7 liters
1 bag to m3 = 0.0347 m3
1 bag to cft = 1.226 cft
No of bags in 1 m3 = 28.8 bags
Specific gravity of cement = 3.15
Grade of cement = 33, 43, 53 Grade
Sand = 1450 – 1500 kg/m3
Aggregate = 1450 – 1550 kg/m3
Concrete Grade |
Mix Ratio |
Compressive strength |
|
Mpa ( N/mm^2) |
Psi |
||
M5 |
1:5:10 |
5 Mpa |
725 Psi |
M10 |
1:3:6 |
10 Mpa |
1450 Psi |
M15 |
1:2:4 |
15 Mpa |
2175 Psi |
M20 |
1:1.5:3 |
20 Mpa |
2900 Psi |
M25 |
1:1:2 |
25 Mpa |
3625 Psi |
M30 |
Design Mix |
30 Mpa |
4350 Psi |
Now we start calculation to find cement sand and
aggregate quantity in 1 m3 concrete for M20
grade = 1:1.5:3
Dry volume = 1 x 1.54 = 1.54
· Cement
= ( 1/5.5 ) x 1.54
= (0.28 x density)/ weight of 1 cement bag
=
0.28 x 1440/ 50
=
8 bags
· Sand
= ( 1.5/5.5 ) x 1.54
= (0.42 x density)
= 0.42 x 1450
= 609
kg
1m3 to cft = 35.31 cft
0.42 x 35.31 = 14.83
cft
· Aggregate
= ( 3/ 5.5 ) x 1.54
= 0.84 m3 x
density
= 0.84 x 1500 = 1260 kg
1m3 to cft = 35.31 cft
0.84 x 35.31 = 29.66 cft
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