5.17 Calculate the sieve analysis of the following aggregate and plot on a semilog gradation paper. What is the maximum size? What is the nominal maximum size? Sieve Size 25 mm (1 in.) 9.5 mm (3/8 in.) 4.75 mm (No. 4) 2.00 mm (No. 10) 0.425 mm (No. 40) 0.075 mm (No.200) Pan Amount Cumulative Amount Cumulative Percent Retained, g Retained, g 0 47.1 239.4 176.5 92.7 73.5 9.6 Retained Percent Passing

5.17 Calculate the sieve analysis of the following aggregate and plot on a semilog gradation paper. What is the maximum size? What is the nominal maximum size? Sieve Size 25 mm (1 in.) 9.5 mm (3/8 in.) 4.75 mm (No. 4) 2.00 mm (No. 10) 0.425 mm (No. 40) 0.075 mm (No.200) Pan Amount Cumulative Amount Cumulative Percent Retained, g Retained, g 0 47.1 239.4 176.5 92.7 73.5 9.6 Retained Percent Passing

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The table below presents the results of the sieve analysis conducted on a sample of aggregate. Given the bulk specific gravities of 2.65 for coarse aggregate, 2.69 for fine aggregate, and 2.73 for filler, determine the bulk density of the aggregate sample. Additionally, calculate the maximum aggregate size and nominal aggregate maximum size. Sieve size (mm) 37.5 % Passing 100 Specification limit 25 92 100 90-100 19 83 76-90 12.5 9.5 4.75 2.36 0.3 71 62 53 32 15 56-80 48-74 29-59 19-45 5-17 0.075 4 2-8
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A sieve analysis test was performed on a sample of coarse aggregate and produced the following results:a.) Calculate the percent passing through each sieve.b.) What is the maximum size?c.) What is the nominal maximum size?
Answer question 5.43
Thoroughly mix the aggregate sample and reduce it to an amount suitable for testing, using a sample splitter or by quartering. The minimum sample size should be as follows: Minimum Mass, kg Fine aggregate with at least 95% passing 2.36-mm sieve 0.1 Fine aggregate with at least 85% passing 4.75-mm sieve 0.5 Coarse aggregate with a nominal maximum size of 9.5 mm 1 Coarse aggregate of a nominal maximum size of 12.5 mm 2 Coarse aggregate of a nominal maximum size of 19.0 mm Coarse aggregate of a nominal maximum size of 25.0 mm 10 Coarse aggregate of a nominal maximum size of 37.5 mm 15
Determine the Fineness Modulus of the given aggregate data, determine what kind of aggregate based on the computed data Mass of Mass of Sieve Sieve+Agg Empty Sieve (g) No Retained (g) 166.13 4 116.23 10 99.27 135.77 20 97.58 139.68 40 98.96 138.96 60 91.46 114.46 100 93.15 184.15 200 90.92 101.12 Pan 70.19 301.19
1. Given the results of an Atterberg limit test. Complete the test report which will include filling out the two tables, plotting the Liquid Limit results and finding the Water Content, the Plastic Limit, the Liquid Limit, and the Plasticity Index. Use a ruler when hand drawing the line or when finding the points in the graphic to achieve good precision. W PL PL PL Type of test Container No. 1 2 3 4 Wet wt + container 15.50 4.92 4.54 5.70 12.50 4.23 3.92 4.81 Dry wt + container Wt of water Wt of container Dry wt of soil Water content% 2.10 1.50 1.51 1.45 Container No. 5 7 8 No. of blows 30 20 14 Wet wt + container 5.25 5.35 4.80 Dry wt + container 4.26 4.25 3.73 Wt of water Wt of container 1.67 1.59 1.49 Dry wt of soil Water content% 50% 45% W 40% LL 35% PL € 30% PI 25% 20% Water Content% 10 20 30 40 Number of Blows 50 6525 45 4.25 3.55 1.53 100
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Table shows the grain size distributions of aggregates A, and B. Answer the following questions and show all calculations: What are the maximum sizes of aggregates A and B?