Question: In Marshall method of mix design the coarse aggregate, fine aggregate, filler and bitumen having specific gravity 2.65, 2.72, 2.68 and 1.10 are mixed in the relative proportion (% by weight) of 58, 32, 4.5 and 5.5 respectively. If the mass of mix in air and water are 1075 and 618 g respectively, calculate the percentage air voids in the mix.
Question: In Marshall method of mix design the coarse aggregate, fine aggregate, filler and bitumen having specific gravity 2.65, 2.72, 2.68 and 1.10 are mixed in the relative proportion (% by weight) of 58, 32, 4.5 and 5.5 respectively. If the mass of mix in air and water are 1075 and 618 g respectively, calculate the percentage air voids in the mix.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Question:
In Marshall method of mix design the coarse aggregate, fine aggregate, filler and bitumen
having specific gravity 2.65, 2.72, 2.68 and 1.10 are mixed in the relative proportion (% by
weight) of 58, 32, 4.5 and 5.5 respectively. If the mass of mix in air and water are 1075 and
618 g respectively, calculate the percentage air voids in the mix.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5e2ff7d1-49c5-4988-be64-b5ab5aeaa8e5%2F003621fc-6f52-4950-b0be-1a60f2965752%2Fsu80m8s_processed.png&w=3840&q=75)
Transcribed Image Text:Question:
In Marshall method of mix design the coarse aggregate, fine aggregate, filler and bitumen
having specific gravity 2.65, 2.72, 2.68 and 1.10 are mixed in the relative proportion (% by
weight) of 58, 32, 4.5 and 5.5 respectively. If the mass of mix in air and water are 1075 and
618 g respectively, calculate the percentage air voids in the mix.
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