Engineeringcivil.com mix design-m40_grade
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This document provides a mix design for M-40 grade concrete using OPC-43 grade cement from Vikram brand and Fosroc SP 430 G8M admixture. The mix design targets a mean compressive strength of 48.25 MPa at 28 days. The mix proportions are 400 kg cement, 160 kg water, 660 kg fine aggregate, 701 kg 20mm coarse aggregate, and 467 kg 10mm coarse aggregate per cubic meter of concrete. Testing of cubes made with this mix showed 7 day compressive strengths of 51.26 MPa and 28 day strengths of 62.96 MPa, exceeding the target strength.
![e ngine e ringcivil.co m http://www.engineeringcivil.co m/mix-design-m-40-grade.html
Mix Design M-40 Grade
T he mix design M-40 grade f or Pier (Using Admixture – Fosroc) provided here is f or ref erence purpose
only. Actual site conditions vary and thus this should be adjusted as per the location and other f actors.
Parameters for mix design M40
Grade Designation = M-40
Type of cement = O.P.C-43 grade
Brand of cement = Vikram ( Grasim )
Admixture = Fosroc ( Conplast SP 430 G8M )
Fine Aggregate = Z one-II
Sp. Gravity Cement = 3.15
Fine Aggregate = 2.61
Coarse Aggregate (20mm) = 2.65
Coarse Aggregate (10mm) = 2.66
Minimum Cement (As per contract) = 400 kg / m3
Maximum water cement ratio (As per contract) = 0.45
Mix Calculation: -
1. Target Mean Strength = 40 + (5 X 1.65) = 48.25 Mpa
2. Selection of water cement ratio:-
Assume water cement ratio = 0.4
3. Calculation of cement content: -
Assume cement content 400 kg / m3
(As per contract Minimum cement content 400 kg / m3)
4. Calculation of water: -
400 X 0.4 = 160 kg Which is less than 186 kg (As per Table No. 4, IS: 10262)
Hence o.k.
5. Calculation f or C.A. & F.A.: – As per IS : 10262 , Cl. No. 3.5.1
V = [ W + (C/Sc) + (1/p) . (f a/Sfa) ] x (1/1000)
V = [ W + (C/Sc) + {1/(1-p)} . (ca/Sca) ] x (1/1000)
Where
V = absolute volume of f resh concrete, which is equal to gross volume (m3) minus the volume of
entrapped air ,
W = mass of water ( kg ) per m3 of concrete ,
C = mass of cement ( kg ) per m3 of concrete ,
Sc = specif ic gravity of cement,
(p) = Ratio of f ine aggregate to total aggregate by absolute volume ,
(f a) , (ca) = total mass of f ine aggregate and coarse aggregate (kg) per m3 of
Concrete respectively, and](https://image.slidesharecdn.com/engineeringcivil-com-mixdesignm40grade-130411065539-phpapp02/85/Engineeringcivil-com-mix-design-m40_grade-1-320.jpg)
![Sf a , Sca = specif ic gravities of saturated surf ace dry f ine aggregate and Coarse aggregate respectively.
As per Table No. 3 , IS-10262, f or 20mm maximum size entrapped air is 2% .
Assume F.A. by % of volume of total aggregate = 36.5 %
0.98 = [ 160 + ( 400 / 3.15 ) + ( 1 / 0.365 ) ( Fa / 2.61 )] ( 1 /1000 )
=> Fa = 660.2 kg
Say Fa = 660 kg.
0.98 = [ 160 + ( 400 / 3.15 ) + ( 1 / 0.635 ) ( Ca / 2.655 )] ( 1 /1000 )
=> Ca = 1168.37 kg.
Say Ca = 1168 kg.
Considering 20 mm : 10mm = 0.6 : 0.4
20mm = 701 kg .
10mm = 467 kg .
Hence Mix details per m3
Cement = 400 kg
Water = 160 kg
Fine aggregate = 660 kg
Coarse aggregate 20 mm = 701 kg
Coarse aggregate 10 mm = 467 kg
Admixture = 0.6 % by weight of cement = 2.4 kg.
Recron 3S = 900 gm
Water: cement: F.A.: C.A. = 0.4: 1: 1.65: 2.92
Observation: -
A. Mix was cohesive and homogeneous.
B. Slump = 110mm
C. No. of cube casted = 12 Nos.
7 days average compressive strength = 51.26 MPa.
28 days average compressive strength = 62.96 MPa which is greater than 48.25MPa
Hence the mix is accepted.
We are thankf ul to Er Gurjeet Singh f or this valuable inf ormation.](https://image.slidesharecdn.com/engineeringcivil-com-mixdesignm40grade-130411065539-phpapp02/85/Engineeringcivil-com-mix-design-m40_grade-2-320.jpg)
Engineeringcivil.com mix design-m40_grade
- 1. e ngine e ringcivil.co m http://www.engineeringcivil.co m/mix-design-m-40-grade.html Mix Design M-40 Grade T he mix design M-40 grade f or Pier (Using Admixture – Fosroc) provided here is f or ref erence purpose only. Actual site conditions vary and thus this should be adjusted as per the location and other f actors. Parameters for mix design M40 Grade Designation = M-40 Type of cement = O.P.C-43 grade Brand of cement = Vikram ( Grasim ) Admixture = Fosroc ( Conplast SP 430 G8M ) Fine Aggregate = Z one-II Sp. Gravity Cement = 3.15 Fine Aggregate = 2.61 Coarse Aggregate (20mm) = 2.65 Coarse Aggregate (10mm) = 2.66 Minimum Cement (As per contract) = 400 kg / m3 Maximum water cement ratio (As per contract) = 0.45 Mix Calculation: - 1. Target Mean Strength = 40 + (5 X 1.65) = 48.25 Mpa 2. Selection of water cement ratio:- Assume water cement ratio = 0.4 3. Calculation of cement content: - Assume cement content 400 kg / m3 (As per contract Minimum cement content 400 kg / m3) 4. Calculation of water: - 400 X 0.4 = 160 kg Which is less than 186 kg (As per Table No. 4, IS: 10262) Hence o.k. 5. Calculation f or C.A. & F.A.: – As per IS : 10262 , Cl. No. 3.5.1 V = [ W + (C/Sc) + (1/p) . (f a/Sfa) ] x (1/1000) V = [ W + (C/Sc) + {1/(1-p)} . (ca/Sca) ] x (1/1000) Where V = absolute volume of f resh concrete, which is equal to gross volume (m3) minus the volume of entrapped air , W = mass of water ( kg ) per m3 of concrete , C = mass of cement ( kg ) per m3 of concrete , Sc = specif ic gravity of cement, (p) = Ratio of f ine aggregate to total aggregate by absolute volume , (f a) , (ca) = total mass of f ine aggregate and coarse aggregate (kg) per m3 of Concrete respectively, and
- 2. Sf a , Sca = specif ic gravities of saturated surf ace dry f ine aggregate and Coarse aggregate respectively. As per Table No. 3 , IS-10262, f or 20mm maximum size entrapped air is 2% . Assume F.A. by % of volume of total aggregate = 36.5 % 0.98 = [ 160 + ( 400 / 3.15 ) + ( 1 / 0.365 ) ( Fa / 2.61 )] ( 1 /1000 ) => Fa = 660.2 kg Say Fa = 660 kg. 0.98 = [ 160 + ( 400 / 3.15 ) + ( 1 / 0.635 ) ( Ca / 2.655 )] ( 1 /1000 ) => Ca = 1168.37 kg. Say Ca = 1168 kg. Considering 20 mm : 10mm = 0.6 : 0.4 20mm = 701 kg . 10mm = 467 kg . Hence Mix details per m3 Cement = 400 kg Water = 160 kg Fine aggregate = 660 kg Coarse aggregate 20 mm = 701 kg Coarse aggregate 10 mm = 467 kg Admixture = 0.6 % by weight of cement = 2.4 kg. Recron 3S = 900 gm Water: cement: F.A.: C.A. = 0.4: 1: 1.65: 2.92 Observation: - A. Mix was cohesive and homogeneous. B. Slump = 110mm C. No. of cube casted = 12 Nos. 7 days average compressive strength = 51.26 MPa. 28 days average compressive strength = 62.96 MPa which is greater than 48.25MPa Hence the mix is accepted. We are thankf ul to Er Gurjeet Singh f or this valuable inf ormation.