MIX DESIGN

A.1 STIPULATIONS FOR PROPORTIONING
Grade of concrete: 15 20 25 30 35 40
Types of concrete: Plain Reinforced
Types of Cement: OPC PPC
Maximum water cement ratio provided:
Maximum cement content provided (Kg/m³):
Types of Aggregates: Crushed Sub-angular gravel
Nominal size of Aggregates (in mm): 10 20 40
Method of transporting and placing: Pumping Manual
Workability (Slump in mm):
Exposure condition: Mild Moderate Severe Very Severe Extreme
A.2 TEST DATA FOR MATERIAL
Specific gravity of cement (S_c):
Chemical plasticizer: Yes No
Amount of water decreased by Plastisizer (in %):
Specific gravity of admixture (\(S_a\)):
Specific gravity of coarse aggregate (\(S_{ca}\)):
Specific gravity of fine aggregate (\(S_fa\)):
Water absorption of Coarse aggregate (\(W_{ca}\)):
Water absorption of fine aggregate (\(W_{fa}\)):
Free surface moisture of Coarse aggregate (\(m_{ca}\)):
Free surface moisture of fine aggregate (\(m_{fa}\)):
Zone of Coarse aggregate: 1 2 3 4
Zone of Fine aggregate: 1 2 3 4
MIX DESIGN