Calculate the fineness modulus of this fine aggregate sample. Report your answer to the nearest 1 decimal place (tens). Sieve Size, Retained Mass, % Retained Cumulative % % Passing on Sieves retained on seives mm (US) 12.5 (1/2") 9.5 (3/8") 4.75 (#4) 2.36 (#8) 1.18 (#16) 0.600 (#30) 0.300 (#50) 0.150 (#100) 0.075 (#200) Grams 3.0 0.36 0.36 99.64 10.0 1.22 1.58 98.42 30.0 3.65 5.22 94.78 55.0 6.68 11.91 88.09 230.0 27.95 39.85 60.15 175.0 21.26 61.12 38.88 140.0 17.01 78.13 21.87 120.0 14.58 92.71 7.29 40.0 4.86 97.57 2.43 Pan 20.0 2.43 100.00 0.00 Total: 823.0
Calculate the fineness modulus of this fine aggregate sample. Report your answer to the nearest 1 decimal place (tens). Sieve Size, Retained Mass, % Retained Cumulative % % Passing on Sieves retained on seives mm (US) 12.5 (1/2") 9.5 (3/8") 4.75 (#4) 2.36 (#8) 1.18 (#16) 0.600 (#30) 0.300 (#50) 0.150 (#100) 0.075 (#200) Grams 3.0 0.36 0.36 99.64 10.0 1.22 1.58 98.42 30.0 3.65 5.22 94.78 55.0 6.68 11.91 88.09 230.0 27.95 39.85 60.15 175.0 21.26 61.12 38.88 140.0 17.01 78.13 21.87 120.0 14.58 92.71 7.29 40.0 4.86 97.57 2.43 Pan 20.0 2.43 100.00 0.00 Total: 823.0
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Soil Deposits-origin, Grain-size, And Shape
Section: Chapter Questions
Problem 2.15CTP: In concrete work, Fuller and Thompson (1907) suggested that a dense packing of grains can be...
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Transcribed Image Text:Calculate the fineness modulus of this fine aggregate sample.
Report your answer to the nearest 1 decimal place (tens).
Sieve Size,
Retained Mass, % Retained
Cumulative %
% Passing
mm (US)
12.5 (1/2")
9.5 (3/8")
4.75 (#4)
2.36 (#8)
1.18 (#16)
0.600 (#30)
0.300 (#50)
0.150 (#100)
0.075 (#200)
Grams
on Sieves retained on seives
3.0
0.36
0.36
99.64
10.0
1.22
1.58
98.42
30.0
3.65
5.22
94.78
55.0
6.68
11.91
88.09
230.0
27.95
39.85
60.15
175.0
21.26
61.12
38.88
140.0
17.01
78.13
21.87
120.0
14.58
92.71
7.29
40.0
4.86
97.57
2.43
Pan
20.0
2.43
100.00
0.00
Total:
823.0
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