Civil Engineering - Highway Engineering - Discussion
Discussion Forum : Highway Engineering - Section 2 (Q.No. 16)
16.
To indicate proper control of consistency of a freshly mixed concrete for pavement construction, the slump should be between
Discussion:
15 comments Page 2 of 2.
Amit bhate said:
7 years ago
A is the right answer the slump vary 1 cm to 4 cm according to MORTH SECTION 600.
Susheel kumar said:
4 years ago
Road pavement slump 20-40mm.
Ajay Sharma said:
4 years ago
I too agree, Option A correct.
Suraj said:
4 years ago
As per IS 456, it should be between 25 - 50 mm.
Sajjad Ali said:
10 months ago
Slump values for Road construction= 20 - 40 mm.
Piers,beams, column , parapet, walls Slabs = 40 mm - 50 mm.
Canal lining= 70 - 80mm.
RCC work = 50 - 150 mm.
Mass concrete= 25 mm - 50 mm.
Vibrated concrete= 10 - 25 mm
Piers,beams, column , parapet, walls Slabs = 40 mm - 50 mm.
Canal lining= 70 - 80mm.
RCC work = 50 - 150 mm.
Mass concrete= 25 mm - 50 mm.
Vibrated concrete= 10 - 25 mm
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