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4. A sieve analysis test was performed on a sample of fine aggregate and produced the results in Table below. a) Calculate the percent passing through each sieve. b) What is the maximum size? c) What is the nominal maximum size? d) What is the Fineness Modulus? e) Plot the percent passing versus sieve size on a semi-log gradation size. (You can use Excel sheets or you can draw on a semi-log attached to page 3 of this assignment)

4. A sieve analysis test was performed on a sample of fine aggregate and produced the results in Table below. a) Calculate the percent passing through each sieve. b) What is the maximum size? c) What is the nominal maximum size? d) What is the Fineness Modulus? e) Plot the percent passing versus sieve size on a semi-log gradation size. (You can use Excel sheets or you can draw on a semi-log attached to page 3 of this assignment)

Structural Analysis
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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HW#3.docx (Protected View) - Word Fuzail Farhat Ali O X Insert Design ACROBAT Y Tell me what you want to do 유 Share File Home Layout References Mailings Review View Help PROTECTED VIEW Be careful-files from the Internet can contain viruses. Unless you need to edit, it's safer to stay in Protected View. Enable Editing 4. A sieve analysis test was performed on a sample of fine aggregate and produced the results in Table below. a) Calculate the percent passing through each sieve. b) What is the maximum size? c) What is the nominal maximum size? d) What is the Fineness Modulus? e) Plot the percent passing versus sieve size on a semi-log gradation size. (You can use Excel sheets or you can draw on a semi-log attached to page 3 of this assignment) 1|Page HW#3 10/12/21 CIVIL ENGINEERING MATERIALS Sieve size (mm) Amount retained Cumulative Cumulative Percent passing (g) amount retained percentage (g) retained 12.5 9.5 21 4.75 104 2.36 79 1.18 78 Page 1 of 3 59 of 436 words + 100% 3:20 PM e Type here to search (1 10/10/2021
Transcribed Image Text:HW#3.docx (Protected View) - Word Fuzail Farhat Ali O X Insert Design ACROBAT Y Tell me what you want to do 유 Share File Home Layout References Mailings Review View Help PROTECTED VIEW Be careful-files from the Internet can contain viruses. Unless you need to edit, it's safer to stay in Protected View. Enable Editing 4. A sieve analysis test was performed on a sample of fine aggregate and produced the results in Table below. a) Calculate the percent passing through each sieve. b) What is the maximum size? c) What is the nominal maximum size? d) What is the Fineness Modulus? e) Plot the percent passing versus sieve size on a semi-log gradation size. (You can use Excel sheets or you can draw on a semi-log attached to page 3 of this assignment) 1|Page HW#3 10/12/21 CIVIL ENGINEERING MATERIALS Sieve size (mm) Amount retained Cumulative Cumulative Percent passing (g) amount retained percentage (g) retained 12.5 9.5 21 4.75 104 2.36 79 1.18 78 Page 1 of 3 59 of 436 words + 100% 3:20 PM e Type here to search (1 10/10/2021
HW#3.docx (Protected View) - Word Fuzail Farhat Ali O X Insert Design ACROBAT Y Tell me what you want to do & Share File Home Layout References Mailings Review View Help PROTECTED VIEW Be careful-files from the Internet can contain viruses. Unless you need to edit, it's safer to stay in Protected View. Enable Editing 1|Page HW#3 10/12/21 CIVIL ENGINEERING MATERIALS Sieve size (mm) Amount retained Cumulative Cumulative Percent passing (g) amount retained percentage (g) retained 12.5 9.5 21 4.75 104 2.36 79 1.18 78 0.6 51 0.30 78 0.15 82 0.075 39 pan 5 5. Table below shows the sieve analysis test result for aggregates A and B and the specification limits for an asphalt concrete. Determine the blend proportion required to meet the specification and the graduations of the blend. On a semi-log gradation graph, plot the gradations of aggregate A, aggregate B, the selected blend, and the specification limits in a same graph (you can use Excel sheets or you can draw the graphs on a semi-log Page 1 of 3 59 of 436 words + 100% 3:20 PM e Type here to search Bx A 10/10/2021 (1
Transcribed Image Text:HW#3.docx (Protected View) - Word Fuzail Farhat Ali O X Insert Design ACROBAT Y Tell me what you want to do & Share File Home Layout References Mailings Review View Help PROTECTED VIEW Be careful-files from the Internet can contain viruses. Unless you need to edit, it's safer to stay in Protected View. Enable Editing 1|Page HW#3 10/12/21 CIVIL ENGINEERING MATERIALS Sieve size (mm) Amount retained Cumulative Cumulative Percent passing (g) amount retained percentage (g) retained 12.5 9.5 21 4.75 104 2.36 79 1.18 78 0.6 51 0.30 78 0.15 82 0.075 39 pan 5 5. Table below shows the sieve analysis test result for aggregates A and B and the specification limits for an asphalt concrete. Determine the blend proportion required to meet the specification and the graduations of the blend. On a semi-log gradation graph, plot the gradations of aggregate A, aggregate B, the selected blend, and the specification limits in a same graph (you can use Excel sheets or you can draw the graphs on a semi-log Page 1 of 3 59 of 436 words + 100% 3:20 PM e Type here to search Bx A 10/10/2021 (1
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