1. Grading. The fine aggregate shall not pass 45% from a single sieve and retained on the next consecutive sieve as shown in table-1. The fineness modulus of the fine aggregate shall be not less than 2.3 and more than 3.1. The fineness modulus shall not vary more than 0.20. Table 1: Sieve Size and Passing Percentage of Aggregates.
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Grading of aggregate is the particle size distribution, which is determined by sieve analysis. The particle size distribution of a mass should be such that, voids between the coarse aggregate should be filled by fine aggregates. The grading of the aggregate affects the workability of concrete. When grading of aggregate is done by sieve analysis.
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WhatsAppGet PriceGet A QuoteGrading Limits For Fine Aggregates Sieve Size Percentage of Passing For Grading Zone-I Grading Zone-II Grading Zone-III Grading Zone-IV 10 mm 100 [] Manual of Aggregate Quality Test Procedures Using a fine aggregate sample splitter, separate out approximately 450g for test sample; retain remaining material for Section 10.1.
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WhatsAppGet PriceGet A QuoteThe grading of the aggregate affects the workability of concrete. Grading Requirements of Fine Aggregates · The fine aggregates shall have not more than 45% passing any sieve and retained on the next consecutive sieve of those shown in the aforementioned table. Concrete with fine aggregate grading near the minimums for percent passing the
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Grading of Aggregate and Fineness Modulus of grading of. 20/4/2019· The sieves used of concrete aggregate consist of a series in which the clear openings or sieves are 4.75 mm, 10 mm, 20 mm, 40 mm, 80 mm, for coarse aggregates, 2.36 mm, 1.18 mm, 600 microns, 150 microns, for fine aggregates.
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