To determine the workability of concrete mix.
Slump cone, Tamping rod, Trowel, Measuring jar, Weighing scale, Measuring scale, Tray etc.
Find the volume of the cone from its dimensions ie, by measuring its height and diameter.
Volume of slump cone(frustrum) =
1⁄3 πR2H - 1⁄3 πr2h
H = 60cm
R = 10cm
h = 30cm
r = 5cm
Volume of slump cone =
x 10-3m3
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Measure required quantity of water, coarse, fine aggregate and cement based on mix design.
Mix proportion is = 1 : 2.7 : 4.2
Water Cement ratio assumed is = 0.43
Cement content = Cement⁄Cement + C. A. + F. A.(Density × Volume × 1.52)Cement content =
Cement content = 1.6kg
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Quantity of fine aggregate = F. A.⁄Cement + C. A. + F. A.(Density × Volume × 1.52)Quantity of fine aggregate =
Quantity of fine aggregate = 4.3kg
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Quantity of coarse aggregate = C. A.⁄Cement + C. A. + F. A.(Density × Volume × 1.52)Quantity of coarse aggregate =
Quantity of coarse aggregate = 6.7kg
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Water content = 0.43 x Cement content
Water content = 0.43 x 1.6 = 0.67Liter
0.000 g
g
Quantity of cement = 1.6kg
Quantity of fine aggregate = 4.3kg
Quantity of coarse aggregate = 6.7kg
Volume of water = 0.67 l
1.6kg Cement
4.3kg Fine aggregate
6.7kg Coarse aggregate
Dry mix the materials properly.
Add measured quantity of water, mix it thoroughly and uniformly.
Place the cleaned slump cone on a horizontal slump base.
Fill the mould in four layers, each layer is tamped 25 times by a tamping rod.
Remove extra concrete with the trowel and tamping rod.
Remove the mould from the concrete immediately by raising it slowly in vertical direction.
Note down the slump by keeping slump cone mould as reference.
Slump value = 30 - 12 = 18cm
Water cement ratio assumed | 0.43 |
Mix proportion | 1 : 2.7 : 4.2 |
Quantity of cement | 1.6kg |
Quantity of fine aggregate | 4.3kg |
Quantity of coarse aggregate | 6.7kg |
Volume of water | 0.67l |
Slump value | 18cm |
Degree of workability is high.
Trial =