concrete design & mix calculator ver 2.00 manipal.xls
DESCRIPTION
mix designTRANSCRIPT
CONCRETE MIX DESIGN & TRIAL BATCH CALCULATOR
As per IS 10262 - 2009
Kg SP. GRCement 440 3.15 F/C Ratio 0%Flyash 0 2.2 MiS/C Ratio 0%Micro silica 0 2.2 A/C Ratio 4.03
100% SP. GR WA MC40 mm 0% 0.0020 mm 31% 2.670 0.20 0.0010 mm 31% 2.670 0.30 0.00River sand 38% 2.580 2.80 3.00Crusher Sand 0% 0.00
Admixture I 0.85 1.200 Batch Size 0.500Admixture II 0.00 1.000Admixture III 0.00 1.000 Mix M 40
W/Cm 0.37 Feed your data
Air 2% Change names if neededCalculate
Date : 19/04/23CONCRETE TRIAL MIX BATCH SHEET
Water cementitious ratio : 0.37 Total Cementitious content : 440 Kg Grade of concrete : M40
Aggregate Proportion(%) - 40 mm : 20 mm : 10 mm : R.Sand : C Sand :: 0 : 30.9 : 30.9 : 38.2 : 0 Agg.Cementitious ratio : 4.03
Cement Flyash 40 mm 20 mm 10 mm Water Remarks
1 Cum 440 0 0 0 548 548 678 0 3.74 0 0 162.8
Moisture Content (%) - - - 0.00 0.00 0.00 3.00 0.00
-
Initial:
Absorption (%) - - - 0.00 0.20 0.30 2.80 0.00 min:
Net water correction (Kgs) - - - 0.00 1.10 1.64 -1.36 0.00 1.38 Min:
Batch weight (Kgs) 1 Cum 440 0 0 0.00 546.90 546.36 679.36 0.00 3.74 0 0 164.18 Min:
0.5Cum 220.00 0.00 0.00 0.00 273.45 273.18 339.68 0.00 1.870 0.000 0.000 82.09
CumSpecific Gravity (g/cc) 3.150 2.200 2.200 0.000 2.670 2.670 2.580 0.000 W/B : C : CA : FA
Water Absorption (%) - - - 0.00 0.20 0.30 2.80 0.00 0.37 1 2.49 1.54
Moisture Content (%) - - - 0.00 0.00 0.00 3.00 0.00
Contractor's Representative Client's Representative
Micro silica
River sand
Crusher Sand
Admixture I
Admixture II
Admixture III
Batch weight in SSD condition (Kgs)
Slump observed (mm)
Ad
mix
ture
I @
0.8
5 %
D
osa
ge
Ad
mix
ture
II @
0 %
D
osa
ge
Ad
mix
ture
III
@ 0
%
Do
sag
e
Final Batch weight (Kgs)