3. Using the following data, determine the percentage retained, cumulative p retained, and percentage passing for each sieve. Plot the gradation curve. the effective size and uniformity coefficient if appropriate. Determine the modulus and check ASTM C33 gradation requirements. Weight Retained (g) Sieve Size No. 4 59.5 No. 8 86.5 No. 16 138.0 No. 30 127.8

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter3: Weight-volume Relationships And Plasticity
Section: Chapter Questions
Problem 3.1P
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3. Using the following data, determine the percentage retained, cumulative percentage
retained, and percentage passing for each sieve. Plot the gradation curve. Determine
the effective size and uniformity coefficient if appropriate. Determine the fineness
modulus and check ASTM C33 gradation requirements.
Weight Retained
(g)
Sieve Size
No. 4
59.5
No. 8
86.5
No. 16
138.0
No. 30
127.8
No. 50
97.0
No. 100
66.8
Pan
6.3
Transcribed Image Text:3. Using the following data, determine the percentage retained, cumulative percentage retained, and percentage passing for each sieve. Plot the gradation curve. Determine the effective size and uniformity coefficient if appropriate. Determine the fineness modulus and check ASTM C33 gradation requirements. Weight Retained (g) Sieve Size No. 4 59.5 No. 8 86.5 No. 16 138.0 No. 30 127.8 No. 50 97.0 No. 100 66.8 Pan 6.3
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