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Assignment -
Carry out mix design for M35 grade concrete as per IS 10262. The properties of constituent materials and other parameters are stated below in the tables.
Any missing data may be suitably assumed.
CONCRETE MIX DESIGN
As per IS 10262-2009
A-1
Stipulations for Proportioning
1
Grade Designation
M35
2
Type of Cement
OPC 53 grade confirming to IS-12269-1987
3
Type of Flyash
F-Type
Maximum Nominal Aggregate Size
20 mm
4
Minimum Cement Content (MORT&H 1700-3 A)
320 kg/m3
5
Maximum Water Cement Ratio (MORT&H 1700-3 A)
0.45
6
Workability (MORT&H 1700-4)
100 mm(Slump)
7
Exposure Condition
Severe (RCC)
8
Degree of Supervision
Good
9
Type of Aggregate
Crushed Angular Aggregate
10
Maximum Cement Content (MORT&H Cl. 1703.2)
450 kg/m3
11
Chemical Admixture Type
Superplasticiser Confirming to IS-9103
A-2
Test Data for Materials
Cement Used
Bharathi OPC 53 grade
Sp. Gravity of Cement
3.15
Sp. Gravity of Water
1.00
Specific gravity of Chemical Admixture for V.M.A and superplasticizer
1.1&1.22
Specific gravity of coarse aggregate
2.8
Specific gravity of fine aggregate
2.7
Water Absorption of coarse Aggregate
0.83%
Water Absorption of fine aggregate
1.23%
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