0.18 0.15 (No. 0.075 (No. 200) Sieve Size, 9.5 4.75 3.35 2.36 2.00 1.18 0.85 0.60 0.425 0.30 0.25 Pan mm (in) (3/8) (No. 4) (No. 6) (No. 8) (No. 10) (No. 16) (No. 20) (No. 30) (No. 40) (No. 50) (No. 60) (No. 80) 100) Amount 25 59 75 86 115 136 169 192 225 198 173 112 90 33 12
0.18 0.15 (No. 0.075 (No. 200) Sieve Size, 9.5 4.75 3.35 2.36 2.00 1.18 0.85 0.60 0.425 0.30 0.25 Pan mm (in) (3/8) (No. 4) (No. 6) (No. 8) (No. 10) (No. 16) (No. 20) (No. 30) (No. 40) (No. 50) (No. 60) (No. 80) 100) Amount 25 59 75 86 115 136 169 192 225 198 173 112 90 33 12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
A sieve analysis test for fine aggregates was performed on a sample of fine aggregates and produced the following results below.
Determine the following:
a. Percent passing through each sieve (Tabulation)
b. Plot of the percent finer in the Semi-Log Gradation Chart
c. Maximum Aggregate Size of the Sample (mm)
d. Nominal Maximum Aggregate size of the sample
e. Fineness Modulus
Transcribed Image Text:0.18 0.15 (No. 0.075
(No. 200)
Sieve Size,
9.5
4.75
3.35
2.36
2.00
1.18
0.85
0.60
0.425
0.30
0.25
Pan
mm (in)
(3/8) (No. 4) (No. 6) (No. 8) (No. 10) (No. 16) (No. 20) (No. 30) (No. 40) (No. 50) (No. 60) (No. 80)
100)
Amount
25
59
75
86
115
136
169
192
225
198
173
112
90
33
12
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