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How To Do Concrete Mix Design / Mix Design of Concrete As per IS CODE : 10262 - 2009 | in SSD Condition by BIS METHOD.
#Civilpositive
#Concrete Mix Design
#Mix Design of Concrete
#Grade of Concrete : M35
#Characteristic Compressive Strength reqd. in field at 28 days = 35 MPa/ N/mm^2
#Types of Exposure = Moderate
#Design Mix Target Slump = 150-175mm
#Maximum size of Coarse Aggregate =20mm
#Fine Aggregate = zone -3
#Specific Gravity of Cement =2.93
#Specific Gravity of water =1
#Specific Gravity of admixture = 1.21
#Specific Gravity of Coarse Aggregate =2.82
#Specific Gravity of Fine aggregate =2.65
*Water absorption of Coarse Aggregate = 0.86%
*Water absorption of Fine aggregate = 1.25%
In SSD Condition
(#Note : SSD - Saturated Surface Dry Condition)
#Concrete, #Design, #mix, #Mix Design of Concrete, #specific Gravity, #Coarse ,#Aggregate , #Fine Aggregate, #Cemnent , #Admixture, #Water cement Ratio, #water content, #Volume of Coarse Aggregate, #Volume of fine aggregate, #Design Mix calculations, ref code is : 10262-2009
#IS CODE USED IN DESIGN MIX OF CONCRETE
1. IS : 456-2000
2. IS : 10262-2009
3. IS : 10262-1982
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