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The document outlines a sieve analysis procedure for determining the grade of aggregates according to ASTM C136, focusing on the size distribution of fine and coarse aggregates essential for concrete mix design. It includes objectives, principles, data analysis, and conclusions regarding the suitability of the aggregate sample, which failed to meet grading specifications at the 3/4-inch sieve. Recommendations for blending the coarse aggregate with finer materials are provided to achieve acceptable gradation

Author

Galen Buhain

Language

EN