The following separate sample of fine and coarse aggregates were submitted for sieve analysis in accordance with ASTM C136. Complete the tables below. Tell whether the samples satisfied the grading requirements of ASTM C33 or not in the remarks Original Sample Weight of Fine Aggregate = 309.5 gMass%3DIndividual %CumulativePercentSieve SizesFineness Modulus (FM)Retained, gRetained% RetainedPassing9.5mm (3/8 in.)4.75mm (#4)2.36mm (#8)1.18mm (#16)0.6mm (#30)0.3mm (#50)0.15mm (#100)0.075mm (#200)48.054.3107.866.224.66.2Pan2.1Total309.2Remarks:Original Sample Weight of Coarse Aggregate = 5200gSieve Sizesmm(in.)37.5 (1 2)25.0 (1)19.0 (3/4)12.5 (1/2)9.5 (3/8)4.75 (#4)CumulativePercentRequired % Passing Size#56 (Table 3)MassIndividual %Retained, gRetained% RetainedPassing100314.890 – 1002083.840 – 851267.410 – 400 - 150- 51040.6360.0Pan133.4Total5200Remarks:

Answered: The following separate sample of fine…

Structural Analysis

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ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

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The following separate sample of fine and coarse aggregates were submitted for sieve analysis in accordance with ASTM C136. Complete the tables below. Tell whether the samples satisfied the grading requirements of ASTM C33 or not in the remarks

Original Sample Weight of Fine Aggregate = 309.5 g
Mass
%3D
Individual %
Cumulative
Percent
Sieve Sizes
Fineness Modulus (FM)
Retained, g
Retained
% Retained
Passing
9.5mm (3/8 in.)
4.75mm (#4)
2.36mm (#8)
1.18mm (#16)
0.6mm (#30)
0.3mm (#50)
0.15mm (#100)
0.075mm (#200)
48.0
54.3
107.8
66.2
24.6
6.2
Pan
2.1
Total
309.2
Remarks:
Original Sample Weight of Coarse Aggregate = 5200g
Sieve Sizes
mm(in.)
37.5 (1 2)
25.0 (1)
19.0 (3/4)
12.5 (1/2)
9.5 (3/8)
4.75 (#4)
Cumulative
Percent
Required % Passing Size
#56 (Table 3)
Mass
Individual %
Retained, g
Retained
% Retained
Passing
100
314.8
90 – 100
2083.8
40 – 85
1267.4
10 – 40
0 - 15
0- 5
1040.6
360.0
Pan
133.4
Total
5200
Remarks:

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