This document provides details on the steps involved in cement concrete mix design. It begins by defining cement concrete mix design as determining the proportions of cement, water, fine aggregate, and coarse aggregate to produce concrete with specified properties like workability, strength, and durability at minimum cost. It then outlines 14 steps to conduct a mix design including determining material properties, selecting trial water-cement ratios, casting test cubes, and selecting the final mix based on compressive strength results. An example mix design is then shown for M30 grade concrete with 20mm maximum aggregate size and moderate exposure achieving a compressive strength of 390 kg/cm2.

2. 2
CEMENT CONCRETE
MIX DESIGN

3. 3
Cement Concrete Mix Design
means, determination of the
proportion of the concrete
ingredients i.e. Cement, Water,
Fine Aggregate,Coarse Aggregate
which would produce concrete
possessing specified properties
such as workability, strength and
durability with maximum overall
economy.

4. 4
Methods of Concrete Mix Design
• I.S. Method
• British Method
• A.C.I. Method etc.

5. 5
These Methods are based on two
basic assumptions
Compressive Strength of
Concrete is governed by its
Water-Cement Ratio
Workability of Concrete is
governed by its Water Content

6. 6
Data required for concrete mix
design
1. Grade of Concrete
Eg: RCC-M30-A20
2. Slump required in mm
Eg: 25 – 75 mm
3. Degree of Site Control
Eg: Good
4. Type of Exposure
Eg: Moderate
5. Grade of Cement
Eg: OPC 43 Grade

7. 7
Placing Conditions Degree of Workability Slump
(mm)
1 2 3
Blinding Concrete;
Shallow Sections;
Pavements using pavers
Very Low See 7.1.1
Mass Concrete;
Lightly reinforced sections in Slabs,
Beams, Walls, Columns; Floors;
Hand placed Pavements;
Canal lining; Strip Footings
Low 25-75
Heavily reinforced sections in Slabs,
Beams, Walls, Columns;
Slip form work; Pumped Concrete.
Medium 50-100
Trench fill; In-Situ Piling; Tremie
Concrete
High 100-150

8. 8
Good
Site control having proper storage of
cement;
weigh batching of all materials;
Controlled addition of water,
regular checking of all materials,
aggregate grading and moisture
content;
And periodical checking of
workability and strength.
Fair Site control having deviation from the
above.

9. 9
Sl.
No.
Environment Exposure Conditions
1 2 3
i) Mild
Concrete surfaces protected
against weather or aggressive conditions,
except those situated in coastal area.
ii) Moderate
Concrete surfaces sheltered from severe rain or freezing
whilst wet.
Concrete exposed to condensation and rain.
Concrete continuously under water.
Concrete in contact or buried under non-aggressive
soil/ground water.
Concrete surfaces sheltered from saturated salt air in
coastal area.
iii) Severe
Concrete surfaces exposed to severe rain, alternate
wetting and drying or occasional freezing whilst wet or
severe condensation.
Concrete completely immersed in sea water.
Concrete exposed to coastal environment.
iv) Very Severe
Concrete exposed to sea water spray, corrosive fumes or
severe freezing conditions whilst wet.
Concrete in contact with or buried under aggressive
sub-soil/ground water.
v) Extreme
Surface of members in tidal zone.
Members in direct contact with liquid/solid aggressive
chemicals.

10. 10
Approximate Quantity of Materials
required for concrete mix design
1. Cement : 200 Kg.
2. Fine Aggregate : 240 Kg.
3. Coarse Aggregate : 180 Kg. (20 mm)
180 Kg. (10 mm)

11. 11
STEPS INVOLVED IN CONCRETE MIX DESIGN
 Step I:- Determine the physical properties of
concrete ingredients.
I. CEMENT (OPC 43 Grade)
Sl.
No.
Particulars of Test Result Specifications
As per IS:8112-1976
1 Standard consistency
(% by weight)
25.6
2 Setting Time in minutes
a) Initial
b) Final
95
210
30 Minimum
600 Maximum
3 Compressive Strength in
N/sq.mm at the age of
a) 3 days
b) 7 days
c) 28 days
24
35
46
23 Minimum
33 Minimum
43 Minimum
4 Specific Gravity 3.00
5 Fineness in Sq.m/Kg 337 225 Minimum

12. 12
Sieve Size % Passing Specifications for Zone–II
As per IS:383-1970
10.0 mm 100 100
4.75 mm 100 90-100
2.36 mm 98 75-100
1.18 mm 65 55-90
600 micron 42 35-59
300 micron 8 8-30
150 micron 0 0-10
II. FINE AGGREGATE
1. Sieve Analysis
2. Specific Gravity : 2.60
3. Unit Weight in Kg/Cu.m
a) Loose : 1460
b) Rodded : 1580
4. Materials Finer than 75 micron : 1.00 3 Max
(% by weight)

13. 13
Sieve Size % Passing Specifications
As per IS:383-1970
Graded Single Sized
40.00mm 100 100 100
20.00mm 90 95-100 85-100
10.00mm 3 25-55 0-20
4.75mm 0 0-10 0-5
III. 20.0mm COARSE AGGREGATE
1. Sieve Analysis
2. Specific Gravity : 2.65
3. Unit Weight in Kg/Cu.m
a) Loose : 1467
b) Rodded : 1633

14. 14
Sl.
No.
Particulars of Test Result Specifications
As per IS: 383-1970
1 Crushing Value in % 28 30 Maximum
For wearing surfaces
45 Maximum
For other concrete
2 Impact Value in % 24 30 Maximum
For wearing surfaces
45 Maximum
For other concrete
3 Los Angeles Abrasion
Value in %
30 30 Maximum
For wearing surfaces
50 Maximum
For other concrete
IV. MECHANICAL PROPERTIES

15. 15
Sieve Size % Passing Specifications
As per IS:383-1970
Graded Single Sized
12.50mm 100 – 100
10.00mm 85 – 85-100
4.75mm 19 – 0-20
2.36mm 0 – 0-5
V. 10.0mm COARSE AGGREGATE
1. Sieve Analysis
2. Unit Weight in Kg/Cu.m
a) Loose : 1427
b) Rodded : 1587

16. 16
VI. BLENDING OF COARSE AGGREGATE:
Sieve
size
(mm)
IS:383-1970
Specifications
(Graded)
% Passing
20 mm 10 mm 60%+40% 50%+50%
40 100 100 100 100 100
20 95-100 90 100 94 95
10 25-55 3 85 40 44
4.75 0-10 0 19 7 10

17. 17
 Step II:- Compute Target Mean Compressive Strength:
Fck = fck + t * S
Fck = Target Mean Compressive Strength at 28 days in
N/Sq.mm
fck = Characteristic Compressive Strength at 28 days in
N/Sq.mm
S = Standard Deviation in N/Sq.mm
t = A Statistic, depending on accepeted proportion of
low results.
= 1.65 for 1 in 20 accepted proportion of low
results

18. 18
Values of t
Accepted proportion
of low results
t
1 in 5, 20% 0.84
1 in 10, 10% 1.28
1 in 15, 6.7% 1.50
1 in 20, 5% 1.65
1in 40, 2.5% 1.86
1 in 100, 1% 2.33

19. 19
Assumed Standard Deviation
(Table 8, IS:456-2000)
Grade of
Concrete
Assumed Standard Deviation
(N/Sq.mm)
Good Site Control Fair Site Control
M10, M15 3.5 4.5
M20, M25 4.0 5.0
M30, M35
M,40,M45
M50
5.0 6.0

20. 20
 Step III:- Select the Water-Cement ratio of trial mix from
experience
S.
No.
Concrete
Grade
Minimum expected W/C
1 M10 0.9
2 M15 0.7
3 M20 0.55
4 M25 0.50
5 M30 0.45
6 M35 0.40
7 M40 0.35
8 M45 0.30

21. 21
 Step IV:- Select the water content per cubic metre of
concrete from table2 of I.S: 10262-2009.
Maximum size of
Aggregate
(mm)
Water Content per
cubic metre of
concrete
(Kg)
10 208
20 186
40 165

22. 22
Approximate water content (Kg)
per cubic metre of concrete
(Table 32, SP:23-1982)
Slump
(mm)
Maximum Size of
Aggregate
(mm)
10 20 40
30-50 205 185 160
80-100 225 200 175
150-180 240 210 185

23. 23
Volume of Coarse Aggregate per
Unit Volume of Total Aggregate
(Table 3, IS:10262-2009)
Maximum
Size of
Aggregate
(mm)
Volume of Coarse Aggregate per Unit
Volume of Total Aggregate
Zone IV Zone III Zone II Zone I
10 0.50 0.48 0.46 0.44
20 0.66 0.64 0.62 0.60
40 0.75 0.73 0.71 0.69

24. 24

25. 25
 Step V:- Compute the quantity of cement as follows.
Water
Cement = -------------
W/C Ratio
= 185 / 0.45 = 411 Kg.

26. 26
Step VI:- Then we find the quantities of Fine & Coarse
aggregate by absolute volume method.
V = (W+C/Sc+(1/p) * (fa/Sfa)) * (1/1000) - (Eq.1)
and
V = (W+C/Sc+(1/(1-p)) * (ca/Sca)) * (1/1000) - (Eq.2)
Where
V = Absolute volume of fresh concrete = 1 m3
W = Mass of Water (Kg) per m3
of concrete
C = Mass of Cement (Kg) per m3
of
concrete
p = Percentage of fine aggregate.
fa = Mass of fine aggregate
ca = Mass of coarse aggregate
Sc = Specific gravity of cement.
Sfa = Specific gravity of fine aggregate.
Sca = Specific gravity of coarse aggregate.

27. 27
Substituting the values in Eq(1), we get
1000 = 185 + 411/3.0 + (1/0.36) * fa /2.6)
= 185 + 137 + fa/0.936
= 322 + fa/0.936
fa = (1000 – 322) * 0.936
= 678 * 0.936
= 635 Kg.

28. 28
Substituting the values in Eq(2), we get
1000 = 185 + 411/3.0 + (1/0.64) * ca /2.65)
= 185 + 137 + ca/1.696
= 322 + ca/1.696
ca = (1000 – 322) * 1.696
= 678 * 1.696
= 1150 Kg.

29. 29
So the mix proportion works out to be
W : C : fa : ca
= 185 : 411 : 635 : 1150
= 0.45 : 1 : 1.55 : 2.80
This mix will be considered as Trial Mix No.2

30. 30
 Step VII:- Make slump trials to find out the actual weight of water
to get required slump. Make corrections to the water
content & %FA, if required.
 Step VIII:- Compute 2 more trial mixes with W/C ratios as 0.40 &
0.50, taking %FA as 34% and 38% respectively.

31. 31
Trial Mix No. 1:-
Cement = 185 / 0.4 = 462.5 Kg.
Substituting the values in Eq(1), we get
1000 = 185 + 462.5/3.0 + (1/0.34) * fa /2.6)
fa = 584 Kg.
Substituting the values in Eq(2), we get
1000 = 185 + 462.5/3.0 + (1/0.66) * ca /2.65)
ca = 1156 Kg.
So the mix proportion works out to be
W : C : fa : ca
= 185 : 462.5 : 584 : 1156
= 0.4 : 1 : 1.26 : 2.50

32. 32
Trial Mix No. 3:-
Cement = 185 / 0.5 = 370 Kg.
Substituting the values in Eq(1), we get
1000 = 185 + 370/3.0 + (1/0.38) * fa /2.6)
fa = 683 Kg.
Substituting the values in Eq(2), we get
1000 = 185 + 370/3.0 + (1/0.62) * ca /2.65)
ca = 1136 Kg.
So the mix proportion works out to be
W : C : fa : ca
= 185 : 370 : 683 : 1136
= 0.5 : 1 : 1.85 : 3.07

33. 33
 Step IX:- Cast atleast 3 cubes for each trial mix.
 Step X:- Test the cubes for compressive strength at 28 days.

34. 34
28 Days Compressive Strengths of Trial Mixes
W/C
Ratio
C/W Ratio
Compressive
Strength
(Kg/Cm2
)
0.40 2.50 457
0.45 2.22 420
0.50 2.00 360

35. 35
 Step XI:- Draw a graph between compressive strength Vs C/W Ratio.

36. 36

37. 37
 Step XII:- From the graph, find the W/C ratio for the required
target mean compressive strength.
 Step XIII:- Calculate the mix proportions corresponding to
the W/C ratio, obtained from the graph.

38. 38
Final Mix:-
From the graph, for a target strength of 390 Kg/Cm2
, W/C ratio = 0.47
Cement = 185 / 0.47 = 394 Kg.
Substituting the values in Eq(1), we get
1000 = 185 + 394/3.0 + (1/0.38) * fa /2.6)
fa = 675 Kg.
Substituting the values in Eq(2), we get
1000 = 185 + 394/3.0 + (1/0.62) * ca /2.65)
ca = 1123 Kg.
So the mix proportion works out to be
W : C : fa : ca
= 185 : 394 : 675 : 1123
= 0.47 : 1 : 1.71 : 2.85

39. 39
 Step XIV:- Check the cement content & W/C ratio against the
limiting values given in Table-5 of
I.S: 456-2000 for given type of exposure & type of Concrete.

40. 40
Table-5 Minimum Cement content Maximum Water-Cement
ratio and Minimum Grade of Concrete for different exposures
with normal weight of aggregate of 20mm nominal maximum
size.
Sl.
No.
Exposure
Plain Concrete Reinforced Concrete
Minimum
Cement
Content
kg/m3
Maximum
Free
Water
Cement
Ratio
Minimum
Grade of
Concrete
Minimum
Cement
Content
kg/m3
Maximum
Free
Water
Cement
Ratio
Minimum
Grade of
Concrete
i) Mild 220 0.60 - 300 0.55 M20
ii) Moderate 240 0.60 M15 300 0.50 M25
iii) Severe 250 0.50 M20 320 0.45 M30
iv) Very
Severe
260 0.45 M20 340 0.45 M35
v) Extreme 280 0.40 M25 360 0.40 M40

41. 41
From the table 5 of IS: 456–2000, the minimum Cement content
& W/C ratio, For moderate, for RCC are 300Kgs. & 0.5
The Cement content = 394Kgs. > 300Kgs. Hence Ok
The W/C Ratio = 0.47 < 0.5 Hence Ok

42. 42
TEST REPORT
Concrete Mix RCC M30 with 20.0mm M.S.A.
Sl.
No.
Particulars Result
1 Characteristic Compressive strength in
N/Sq.mm
30
2 Maximum size of Aggregate in mm 20.0
3 Type of Exposure Moderate
4 Type of Site control Good
5 Target Average Compressive Strength in
N/Sq.mm
38.2
6 Workability in terms of Slump in mm 25-75
7 Mode of Compaction Vibration
8 Mix Partiuclars:
a. Water-Cement Ratio
b. Materials per cubic metre of concrete in
Kg.
i) Water
ii) Cement (OPC 43 Grade)
iii) Fine Aggregate
iv) Coarse Aggregate
c. Mix Portion by weight
0.47
185
394
675
1123
1:1.71:2.85

43. 43
• Secondary Slides:

44. 44
Sieve Analysis of Fine Aggregate
•Weight of sample = 500g (approx)
•Observations:
Sieve
size
Weight retained(g)
Cumulative
weight
retained (g)
%
Cumulative
weight
retained (g)
%
Passing
IS:383-1970
Specifications
Zone =IITrail 1 Trail2 Total
10 mm 0 0 0 0 0 100 100
4.75 mm 2 2 4 4 0 100 90-100
2.36 mm 6 7 13 17 2 98 75-100
1.18 mm 166 165 331 348 35 65 55-90
600 micron 118 117 235 583 58 42 35-59
300 micron 175 160 335 918 92 8 8-30
150 micron 36 42 78 996 100 0 0-10
150 micron pass 2 2 4 - - - -

45. 45
Zones of Fine Aggregate
Sieve Size
IS : 383 – 1970
% Passing for
Zone I Zone II Zone III Zone IV
10.00 mm 100 100 100 100
4.75 mm 90-100 90-100 90-100 95-100
2.36 mm 60-95 75-100 85-100 95-100
1.18 mm 30-70 55-90 75-100 90-100
600 micron 15-34 35-59 60-79 80-100
300 micron
5-20 8-30 12-40 15-50
150 micron 0-10 0-10 0-10 0-15

46. 46
Sieve Analysis of Coarse Aggregate
2 20 mm aggregate :
a. Minimum weight of sample = 25 Kg
b. Observations :
Sieve
size
Weight
retained
(Kg)
Cumulative
weight
retained
(Kg)
%
Cumulative
weight
retained
(Kg)
%
Passing
IS:383-1970
Specifications
Graded
Single
sized
40 0.0 0.0 0 100 100 100
20 4.7 4.7 10 90 95-100 85-100
10 41.5
46.2
97 3 25-55 0-20
4.75 1.6 47.8 100 0 0-10 0-5
4.75 P 0 47.8 - - - -

47. 47
Sieve Analysis of Coarse Aggregate
2 10 mm aggregate :
a. Minimum weight of sample = 12 Kg
b. Observations :
Sieve
size
Weight
retained
(Kg)
Cumulative
weight
retained
(Kg)
%
Cumulative
weight
retained
(Kg)
%
Passing
IS:383-1970
Specifications
Single
Sized
12.5 0.0 0.0 0 100 100
10 5.4 5.4 15 85 85-100
4.75 24.3
29.7
81 19 0-20
2.36 6.9 36.6 100 0 0-5
2.36 P 0 36.6 - - - -

48. 48
N = 20 N = 20
Avg = 30 Avg = 35
27,30,30,32,35,
27,33,34,29,28,
30,28,31,32,26,
34,33,25,27,29
28, 32,35,38,40,
34,35,35,36,39,
33,32,32,34,37,
32,35,38,39,36
Total = 600 Total = 700
Target mean compressive strength

49. 49
The value of ‘S’ depends on Degree of Site control
and grade of concrete as given in I.S: 456–2000 (Table.8)
Sl.
No.
Concrete
Grade
Good Fair
S 1.65XS
Fck
S 1.65XS
Fck
N/mm
2
Kg/cm2
N/mm2
Kg/cm2
1 M10 3.5 58 15.8 161 4.5 7.4 17.4 178
2 M15 3.5 58 20.8 212 4.5 7.4 22.4 229
3 M20 4.0 6.6 26.6 271 5.0 8.3 28.3 288
4 M25 4.0 6.6 31.6 322 5.0 8.3 33.3 339
5 M30 5.0 8.3 38.3 390 6.0 9.9 39.9 407
6 M35 5.0 8.3 43.3 441 6.0 9.9 44.9 458

50. 50
 Step IV:-Fixation of Water Cement ratios for trial mixes.
Sl.
No.
Required Grades
Trial W/C
1 M20, M15, M10 0.55, 0.6, 0.9
2 M25, M20, M15 0.5, 0.6, 0.7

51. 51
Final Mix for RCC-M25:-
From the graph, for a target strength of 322 Kg/Cm2
, W/C ratio = 0.57
which is > 0.5, So, limit W/C ratio to 0.5 only.
Cement = 185 / 0.5 = 370 Kg.
Substituting the values in Eq(1), we get
1000 = 185 + 370/3.0 + (1/0.38) * fa /2.6)
fa = 683 Kg.
Substituting the values in Eq(2), we get
1000 = 185 + 370/3.0 + (1/0.62) * ca /2.65)
ca = 1136 Kg.
So the mix proportion works out to be
W : C : fa : ca
= 185 : 370 : 683 : 1136
= 0.50 : 1 : 1.85 : 3.07

52. 52
Specific Gravity of Cement [ IS : 4031 – 1988]:
Specific gravity of cement (Sc)
(W2 - W1)
= ---------------------------- x 0.79
(W4 - W1) - (W3 - W2)
Where,
W1 = Weight of specific gravity bottle in g
W2 = Weight of specific gravity bottle with about half filled cement in g
W3 = Weight of specific gravity bottle with about half filled cement
& rest is filled with kerosene in g.
W4 = Weight of specific gravity bottle completely filled with kerosene in g
0.79 = Specific Gravity of Kerosene.

53. 53
Specific Gravity of Fine Aggregate & Coarse Aggregate [ IS : 2386 (Part.3) - 1963]:
D
Specific gravity (Gs) = --------------
C – ( A – B)
Where,
A = Weight of Pycnometer vessel containing sample & filled with distilled water in g
B = Weight of Pycnometer completely filled with distilled water only in g
C = Weight of saturated surface dry sample in g
D = Weight of oven dried sample in g

54. 54

55. 55