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24. (Total of 20 pts) Giving aggregate with the following gradation Size, SI Unit (mm) 9.5...
sample of aggregate and produced on a performed A sieve analysis test was the results shown...
sample of aggregate and produced on a performed A sieve analysis test was the results shown in Table P5.21. 5.21 TABLE P5.21 Amount Retained, g Sieve Size, Amount Retained, g mm Sieve Size, mm 891.5 1.18 0 25 wola ndi 712.6 0.60 376.7 19 625.2 0.30 888.4 12.5 581.5 0.15 506.2 9.5 242.9 0.075 1038.4 4.75 44.9 Pan 900.1 2.36 noCalculate the percent passing through each sieve. Plot the percent passing versus sieve size on: semilog gradation chart, and b....
5.21 A sieve analysis test was performed on a sample of aggregate and prod the results...
5.21 A sieve analysis test was performed on a sample of aggregate and prod the results shown in Table P5.21. TABLE P5.21 Sieve Size, Amount Amount Retained, g Retained, 9 Sieve Size, mm 25 19 12.5 9.5 4.75 2.36 891.5 0 376.7 888.4 506.2 1038.4 900.1 1.18 0.60 0.30 0.15 0.075 Pan 712.6 625.2 581.5 242.9 44.9 Calculate the percent passing through each sieve. Plot the percent p assin versus sieve size on: a. a semilog gradation chart, and b....
Referring to Table 5.6, plot the specification limits of Superpave gradation with a nominal maximum size...
Referring to Table 5.6, plot the specification limits of Superpave gradation with a nominal maximum size of 19 mm on a 0.45 gradation chart (Figure A.25). What is the maximum aggregate size of this gradation? Is this a dense, open, or gap graded gradation? Why? Reference: Table 5.6 TABLE 5.6 Aggregate Grading Requirements for Superpave Asphalt Mix Designs (AASHTO MP-2) Nominal Maximum Size (mm) Sieve Size, mm in.) 50 (2 in.) 37.5 (1 1/2 in.) 25 (1 in.) 19 (3/4...
Please , explain so i understand and be able to read clearly Problem No. 3 Calculate...
Please , explain so i
understand and be able to read clearly
Problem No. 3 Calculate the sieve analysis shown in Table 1 and plot it on a semi-log gradation paper. What is the maximum Sieve Size aggregate size? What is the nominal maximum aggregate size? Table 1 mount Cumulative Amount Cumulative Percent Percent Passing Retained, g Retained, g Retained 25 mm (1 in.) 9.5 mm (3/8 in.) 4.75 mm (No. 4) 2.00 mm (No. 10) 0.425 mm (No. 40)...
A Sieve analysis test was performed on a sample of coarse aggregate and produced the results...
A Sieve analysis test was performed on a sample of coarse
aggregate and produced the results in Table P5.22
a) Calculate the percent passing through each sieve.
b) What is the maximum size?
c) What is the nominal maximum size?
d) plot the percent passing versus sieve size on a semilog
gradation chart.
e) Plot the percent passing versus sieve size on a 0.45
gradation chart.
f) Referring to Table 5.5 (ASTM C33), what is the closest size
number and...
The gradations of the two different aggregates (Aggregates A and B) are shown below: 4.75 9.5 75 Size (mm) 19 12.5 2.36 50 20 0.6 40 12 0.3 28 8 0.15 0.075 Aggregate A100 Aggregate B 100 92 % finer 3...
The gradations of the two different aggregates (Aggregates A and B) are shown below: 4.75 9.5 75 Size (mm) 19 12.5 2.36 50 20 0.6 40 12 0.3 28 8 0.15 0.075 Aggregate A100 Aggregate B 100 92 % finer 35 2 If the two aggregates are mixed by a weight ratio of 3:1 (Aggregate A:B-3:1), what is the resulted passing percentage for the size 4.75 mm for the mixed aggregate? OB, 67% OC. 52% OD. A. 5896 43%
The...
3) Three aggregate stockpiles are designated as A, B, and C a) Determine an aggregate blend...
3) Three aggregate stockpiles are designated as A, B, and C a) Determine an aggregate blend of stockpiles A, B, and C that meets specifications. b) Plot the gradations of the aggregate blend you produced in part (a) as well as the specifications (lower and upper limits) on 0.45 power gradation chart. Sieve size Stockpile A Stockpile B Stockpile C Specification % Passi %P 100 100 100 3/4" or 19.0 mm 100 5/8" or 16.0 mm 60 1/2" or 12.5...
5.19 Calculate the specific gravity values (dry bulk, SSD, and apparent) and the absorption of the...
5.19
Calculate the specific gravity values (dry bulk, SSD, and apparent) and the absorption of the fine aggregate. 5.18 Referring to ASTM specification C33 (Table 5.5), what are the maximum sieve, size and the nominal maximum sieve size (traditional definition) for each of the standard sizes Numbers 357, 57, and 8? 5.19 Calculate the sieve analysis shown in Table P5.19 and plot on a semilog grada tion paper. What is the maximum size? What is the nominal maximum size? TABLE...
Try to make your answer short and clear to be easier for me to understand, please....
Try
to make your answer short and clear to be easier for me to
understand, please. Thank you
Problem 5 (20 points) Control Chart You are the manager of an asphalt batch plant. You are evaluating quality control test data for a highway paving project. The design specifies an asphalt content of 5% with a tolerance of +1.5%,-1.0%. 3 samples were taken each day for 5 days. Your lab has plotted the test data for the last week. Asphalt Sample...
sample of aggregate and produced on a performed A sieve analysis test was the results shown in Table P5.21. 5.21 TABLE P5.21 Amount Retained, g Sieve Size, Amount Retained, g mm Sieve Size, mm 891.5 1.18 0 25 wola ndi 712.6 0.60 376.7 19 625.2 0.30 888.4 12.5 581.5 0.15 506.2 9.5 242.9 0.075 1038.4 4.75 44.9 Pan 900.1 2.36 noCalculate the percent passing through each sieve. Plot the percent passing versus sieve size on: semilog gradation chart, and b....
5.21 A sieve analysis test was performed on a sample of aggregate and prod the results shown in Table P5.21. TABLE P5.21 Sieve Size, Amount Amount Retained, g Retained, 9 Sieve Size, mm 25 19 12.5 9.5 4.75 2.36 891.5 0 376.7 888.4 506.2 1038.4 900.1 1.18 0.60 0.30 0.15 0.075 Pan 712.6 625.2 581.5 242.9 44.9 Calculate the percent passing through each sieve. Plot the percent p assin versus sieve size on: a. a semilog gradation chart, and b....
Referring to Table 5.6, plot the specification limits of Superpave gradation with a nominal maximum size of 19 mm on a 0.45 gradation chart (Figure A.25). What is the maximum aggregate size of this gradation? Is this a dense, open, or gap graded gradation? Why? Reference: Table 5.6 TABLE 5.6 Aggregate Grading Requirements for Superpave Asphalt Mix Designs (AASHTO MP-2) Nominal Maximum Size (mm) Sieve Size, mm in.) 50 (2 in.) 37.5 (1 1/2 in.) 25 (1 in.) 19 (3/4...
Please , explain so i
understand and be able to read clearly
Problem No. 3 Calculate the sieve analysis shown in Table 1 and plot it on a semi-log gradation paper. What is the maximum Sieve Size aggregate size? What is the nominal maximum aggregate size? Table 1 mount Cumulative Amount Cumulative Percent Percent Passing Retained, g Retained, g Retained 25 mm (1 in.) 9.5 mm (3/8 in.) 4.75 mm (No. 4) 2.00 mm (No. 10) 0.425 mm (No. 40)...
A Sieve analysis test was performed on a sample of coarse
aggregate and produced the results in Table P5.22
a) Calculate the percent passing through each sieve.
b) What is the maximum size?
c) What is the nominal maximum size?
d) plot the percent passing versus sieve size on a semilog
gradation chart.
e) Plot the percent passing versus sieve size on a 0.45
gradation chart.
f) Referring to Table 5.5 (ASTM C33), what is the closest size
number and...
The gradations of the two different aggregates (Aggregates A and B) are shown below: 4.75 9.5 75 Size (mm) 19 12.5 2.36 50 20 0.6 40 12 0.3 28 8 0.15 0.075 Aggregate A100 Aggregate B 100 92 % finer 35 2 If the two aggregates are mixed by a weight ratio of 3:1 (Aggregate A:B-3:1), what is the resulted passing percentage for the size 4.75 mm for the mixed aggregate? OB, 67% OC. 52% OD. A. 5896 43%
The...
3) Three aggregate stockpiles are designated as A, B, and C a) Determine an aggregate blend of stockpiles A, B, and C that meets specifications. b) Plot the gradations of the aggregate blend you produced in part (a) as well as the specifications (lower and upper limits) on 0.45 power gradation chart. Sieve size Stockpile A Stockpile B Stockpile C Specification % Passi %P 100 100 100 3/4" or 19.0 mm 100 5/8" or 16.0 mm 60 1/2" or 12.5...
5.19
Calculate the specific gravity values (dry bulk, SSD, and apparent) and the absorption of the fine aggregate. 5.18 Referring to ASTM specification C33 (Table 5.5), what are the maximum sieve, size and the nominal maximum sieve size (traditional definition) for each of the standard sizes Numbers 357, 57, and 8? 5.19 Calculate the sieve analysis shown in Table P5.19 and plot on a semilog grada tion paper. What is the maximum size? What is the nominal maximum size? TABLE...
Try
to make your answer short and clear to be easier for me to
understand, please. Thank you
Problem 5 (20 points) Control Chart You are the manager of an asphalt batch plant. You are evaluating quality control test data for a highway paving project. The design specifies an asphalt content of 5% with a tolerance of +1.5%,-1.0%. 3 samples were taken each day for 5 days. Your lab has plotted the test data for the last week. Asphalt Sample...
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