Design a Mix for the following Data. Specified strength = (99.5) MPa, Required Slump = 80 mm Maximum size of aggregate = 25 mm, FM of fine aggregate = 2.40 Grading of aggregate as satisfied by ASTM C33 (American Society for Testing and Materials) SSD specific gravity of fine and coarse aggregate = 2.75 Rodded bulk density of coarse aggregate = 1600 kg/cubic m Absorption Capacity of coarse aggregate = 0.9 % Absorption Capacity of fine aggregate = 0.5 % Moisture Content of fine and coarse aggregate = 2 %
Design a Mix for the following Data.
Specified strength = (99.5) MPa, Required Slump = 80 mm
Maximum size of aggregate = 25 mm, FM of fine aggregate = 2.40
Grading of aggregate as satisfied by ASTM C33 (American Society for Testing and Materials)
SSD specific gravity of fine and coarse aggregate = 2.75
Rodded bulk density of coarse aggregate = 1600 kg/cubic m
Absorption Capacity of coarse aggregate = 0.9 %
Absorption Capacity of fine aggregate = 0.5 %
Moisture Content of fine and coarse aggregate = 2 %
Exposure Conditions = Normal
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