5. A sieve analysis test was performed on a sample of coarse aggregate used in a concrete mix design and the resulting mass retained per sieve is shown in the table below. Sieve Size 3 in. 2 in. 1.5 in. 1 in. ¾ in. ½/2 in. 3/8 in. No. 4 Pan a) What is the "maximum" size of the aggregate? Sieve ID b) What is the "nominal maximum" size of the aggregate? 3 in. 2 in. 1.5 in. 1 in. ¾ in. ½ in. 3/8 in. No. 4 Pan c) Complete the table below and plot the Grain Size Distribution curve on a semi-log scale. (either use the plot provided on the next page, or recreate your on using excel) Amount Retained (lb) 0 2.2 3.7 15.9 12.0 Particle size (mm) Total mass (g) 26.7 10.1 1.3 mass retained (lb) 0 2.2 3.7 15.9 12.0 13.5 26.7 10.1 1.3 % cumulative. retained % passing
5. A sieve analysis test was performed on a sample of coarse aggregate used in a concrete mix design and the resulting mass retained per sieve is shown in the table below. Sieve Size 3 in. 2 in. 1.5 in. 1 in. ¾ in. ½/2 in. 3/8 in. No. 4 Pan a) What is the "maximum" size of the aggregate? Sieve ID b) What is the "nominal maximum" size of the aggregate? 3 in. 2 in. 1.5 in. 1 in. ¾ in. ½ in. 3/8 in. No. 4 Pan c) Complete the table below and plot the Grain Size Distribution curve on a semi-log scale. (either use the plot provided on the next page, or recreate your on using excel) Amount Retained (lb) 0 2.2 3.7 15.9 12.0 Particle size (mm) Total mass (g) 26.7 10.1 1.3 mass retained (lb) 0 2.2 3.7 15.9 12.0 13.5 26.7 10.1 1.3 % cumulative. retained % passing
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
![5. A sieve analysis test was performed on a sample of coarse aggregate used in a concrete mix
design and the resulting mass retained per sieve is shown in the table below.
Sieve Size
3 in.
2 in.
1.5 in.
1 in.
¾ in.
½/2 in.
3/8 in.
No. 4
Pan
a) What is the "maximum" size of the aggregate?
b) What is the “nominal maximum" size of the aggregate?
Sieve ID
c) Complete the table below and plot the Grain Size Distribution curve on a semi-log
scale. (either use the plot provided on the next page, or recreate your on using excel)
3 in.
2 in.
1.5 in.
1 in.
¾ in.
½ in.
3/8 in.
No. 4
Pan
Amount Retained (lb)
0
2.2
3.7
15.9
12.0
13.5
26.7
10.1
1.3
Particle size
(mm)
Total mass (g)
mass retained
(lb)
0
2.2
3.7
15.9
12.0
13.5
26.7
10.1
1.3
% cumulative.
retained
% passing](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F72bb43eb-cb6a-499b-b213-8a074a437ef9%2F6704ebd0-53ca-46e5-8566-b8e00f01b6a2%2Frqtf1fn_processed.png&w=3840&q=75)
Transcribed Image Text:5. A sieve analysis test was performed on a sample of coarse aggregate used in a concrete mix
design and the resulting mass retained per sieve is shown in the table below.
Sieve Size
3 in.
2 in.
1.5 in.
1 in.
¾ in.
½/2 in.
3/8 in.
No. 4
Pan
a) What is the "maximum" size of the aggregate?
b) What is the “nominal maximum" size of the aggregate?
Sieve ID
c) Complete the table below and plot the Grain Size Distribution curve on a semi-log
scale. (either use the plot provided on the next page, or recreate your on using excel)
3 in.
2 in.
1.5 in.
1 in.
¾ in.
½ in.
3/8 in.
No. 4
Pan
Amount Retained (lb)
0
2.2
3.7
15.9
12.0
13.5
26.7
10.1
1.3
Particle size
(mm)
Total mass (g)
mass retained
(lb)
0
2.2
3.7
15.9
12.0
13.5
26.7
10.1
1.3
% cumulative.
retained
% passing
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