Concrete technolog/Sieve Analysis aggregate The sieve results of a batch of aggregate are as follows: retained on 1.5" sieve: 0.3 kg: retained on I" sieve: 1.2 kg: retained on 0.75" sieve: 7.6kg: retained on 0,5" sieve: 6.2 kg; retained on 3/8" sieve: 4.2 kg; retained on No. 4 sieve: 0.8 kg; retained on No. 8 sieve: 0.1 kg. Calculate the fineness modulis for the aggregate. Is it coarse or fine aggregate?
Concrete technolog/Sieve Analysis aggregate The sieve results of a batch of aggregate are as follows: retained on 1.5" sieve: 0.3 kg: retained on I" sieve: 1.2 kg: retained on 0.75" sieve: 7.6kg: retained on 0,5" sieve: 6.2 kg; retained on 3/8" sieve: 4.2 kg; retained on No. 4 sieve: 0.8 kg; retained on No. 8 sieve: 0.1 kg. Calculate the fineness modulis for the aggregate. Is it coarse or fine aggregate?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Concrete technolog/Sieve Analysis aggregate
The sieve results of a batch of aggregate are as follows: retained on 1.5" sieve: 0.3 kg: retained on I" sieve: 1.2 kg: retained on 0.75" sieve: 7.6kg: retained on 0,5" sieve: 6.2 kg; retained on 3/8" sieve:
4.2 kg; retained on No. 4 sieve: 0.8 kg; retained on No. 8 sieve: 0.1 kg. Calculate the fineness modulis
for the aggregate. Is it coarse or fine aggregate?
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