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In Marshall method of mix design, the course aggregate, fine aggregated, filler and bitumen having respective specific gravities of 2.6, 2.7, 2.65 and 1.02 are mixed in the ratio of 0.55 : 0.346 : 0.48 : 0.056 respectively.Specific gravity of the mix would be………..a)1.75b)1.81c)1.64d)1.79Correct answer is option 'A'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about In Marshall method of mix design, the course aggregate, fine aggregated, filler and bitumen having respective specific gravities of 2.6, 2.7, 2.65 and 1.02 are mixed in the ratio of 0.55 : 0.346 : 0.48 : 0.056 respectively.Specific gravity of the mix would be………..a)1.75b)1.81c)1.64d)1.79Correct answer is option 'A'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for In Marshall method of mix design, the course aggregate, fine aggregated, filler and bitumen having respective specific gravities of 2.6, 2.7, 2.65 and 1.02 are mixed in the ratio of 0.55 : 0.346 : 0.48 : 0.056 respectively.Specific gravity of the mix would be………..a)1.75b)1.81c)1.64d)1.79Correct answer is option 'A'. Can you explain this answer?.

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Here you can find the meaning of In Marshall method of mix design, the course aggregate, fine aggregated, filler and bitumen having respective specific gravities of 2.6, 2.7, 2.65 and 1.02 are mixed in the ratio of 0.55 : 0.346 : 0.48 : 0.056 respectively.Specific gravity of the mix would be………..a)1.75b)1.81c)1.64d)1.79Correct answer is option 'A'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of In Marshall method of mix design, the course aggregate, fine aggregated, filler and bitumen having respective specific gravities of 2.6, 2.7, 2.65 and 1.02 are mixed in the ratio of 0.55 : 0.346 : 0.48 : 0.056 respectively.Specific gravity of the mix would be………..a)1.75b)1.81c)1.64d)1.79Correct answer is option 'A'. Can you explain this answer?, a detailed solution for In Marshall method of mix design, the course aggregate, fine aggregated, filler and bitumen having respective specific gravities of 2.6, 2.7, 2.65 and 1.02 are mixed in the ratio of 0.55 : 0.346 : 0.48 : 0.056 respectively.Specific gravity of the mix would be………..a)1.75b)1.81c)1.64d)1.79Correct answer is option 'A'. Can you explain this answer? has been provided alongside types of In Marshall method of mix design, the course aggregate, fine aggregated, filler and bitumen having respective specific gravities of 2.6, 2.7, 2.65 and 1.02 are mixed in the ratio of 0.55 : 0.346 : 0.48 : 0.056 respectively.Specific gravity of the mix would be………..a)1.75b)1.81c)1.64d)1.79Correct answer is option 'A'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice In Marshall method of mix design, the course aggregate, fine aggregated, filler and bitumen having respective specific gravities of 2.6, 2.7, 2.65 and 1.02 are mixed in the ratio of 0.55 : 0.346 : 0.48 : 0.056 respectively.Specific gravity of the mix would be………..a)1.75b)1.81c)1.64d)1.79Correct answer is option 'A'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.