For mass concrete & lightly reinforced sections the slump in mms is -
(a) 25 to 75
(b) 50 to100
(c) 75 to100
(d) 100 to 150.
The correct Answer Is
(a) 25 to 75
(a) 25 to 75
(b) 50 to100
(c) 75 to100
(d) 100 to 150.
The correct Answer Is
(a) 25 to 75