1) Two aggregates (Al and A2) were obtained from the field. A sieve analysis was performed on each sample. Data was obtained for each of the aggregates and is presented in the table below. Table 1. Results from sieve analysis. Sieve Size Орening (mm) Weight of Aggregate retained (g) A1 A2 3/8" 9.5 No. 4 4.75 65 0. No. 8 2.36 70 32 No. 16 1.18 92 391 No. 30 0.6 10 42 No. 50 0.3 118 20 No. 100 0.15 70 15 Pan 75 a) Plot the grading curve for each aggregate (x-axis: sieve opening, y-axis: %passing). (Note: In the grading curves, you must show all data points. Please use a ruler.) b) Determine the fineness modulus (FM) for Al and A2. Indicate which aggregate is coarser and which is finer.
1) Two aggregates (Al and A2) were obtained from the field. A sieve analysis was performed on each sample. Data was obtained for each of the aggregates and is presented in the table below. Table 1. Results from sieve analysis. Sieve Size Орening (mm) Weight of Aggregate retained (g) A1 A2 3/8" 9.5 No. 4 4.75 65 0. No. 8 2.36 70 32 No. 16 1.18 92 391 No. 30 0.6 10 42 No. 50 0.3 118 20 No. 100 0.15 70 15 Pan 75 a) Plot the grading curve for each aggregate (x-axis: sieve opening, y-axis: %passing). (Note: In the grading curves, you must show all data points. Please use a ruler.) b) Determine the fineness modulus (FM) for Al and A2. Indicate which aggregate is coarser and which is finer.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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