Sieve Initial Wt. 563 Accum. Wt. 42.1 169.6 276 4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:2. Given the sieve analysis results shown in the table, answer questions below.
Fine Sieve
Initial Wt.
563
Accum. Wt.
3/8"
#4
42.1
#8
169.6
#16
276.1
#30
350.1
#50
398.3
#100
429.6
#200
453.6
a) Calculate percent retained, cumulative percent retained, and percent passing of each sieve
size
b) Calculate Fineness Modulus, does it meet the typical range?
c) Does this aggregate meet ASTM C33 grading requirement for fine aggregate? Please
provide the grading limit you used. (
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