Given the bulk specific gravities of 2.65 for coarse aggregate, 2.69 for fine aggregate, and 2.73 for filler, determine the bulk density of the aggregate sample. Additionally, calculate the maximum aggregate size and nominal aggregate maximum size. Sieve size (mm) 37.5 25 % Passing 100 92 19 83 12.5 9.5 62 4.75 2.36 0.3 53 32 15 0.075 4

Structural Analysis
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Chapter2: Loads On Structures
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The table below presents the results of the sieve analysis conducted on a sample of aggregate.
Given the bulk specific gravities of 2.65 for coarse aggregate, 2.69 for fine aggregate, and 2.73
for filler, determine the bulk density of the aggregate sample. Additionally, calculate the
maximum aggregate size and nominal aggregate maximum size.
Sieve size (mm) 37.5
% Passing
100
Specification
limit
25
92
100 90-100
19
83
76-90
12.5 9.5 4.75 2.36 0.3
71
62
53
32 15
56-80
48-74 29-59 19-45
5-17
0.075
4
2-8
Transcribed Image Text:The table below presents the results of the sieve analysis conducted on a sample of aggregate. Given the bulk specific gravities of 2.65 for coarse aggregate, 2.69 for fine aggregate, and 2.73 for filler, determine the bulk density of the aggregate sample. Additionally, calculate the maximum aggregate size and nominal aggregate maximum size. Sieve size (mm) 37.5 % Passing 100 Specification limit 25 92 100 90-100 19 83 76-90 12.5 9.5 4.75 2.36 0.3 71 62 53 32 15 56-80 48-74 29-59 19-45 5-17 0.075 4 2-8
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