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Problem No. 3 Calculate...
Construction materials 3. Calculate the percent passing for the sieve analysis shown in table below and...
Construction materials
3. Calculate the percent passing for the sieve analysis shown in table below and plot it on a semi-log gradation chart. What i:s the maximum size? What is the nominal maximum size? (25 points) Sieve Size Amount Cumulative Cumulative Retained, gAmount Percent Passing Percent Retained Retained, g 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) 0.075 mm (No 200 47.1 239.4 176.5 92.7 73.5 9.6 an
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...
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....
24. (Total of 20 pts) Giving aggregate with the following gradation Size, SI Unit (mm) 9.5...
24. (Total of 20 pts) Giving aggregate with the following gradation Size, SI Unit (mm) 9.5 4.75 2.36 2 1.18 0.6 0.3 0.15 0.075 Pan Size, English unit 3/8" #4 #8 #10 #16 #30 #50 #100 #200 Pan Amount Retained (g) 0 0 28 35 70 101 35 36 26 10 Cumulative Amount Retained 0 0 28 63 133 234 305 331 341 (g) Cumulative Percent Retained O O 8 18 39 69 89 97.1 100 Percentage Passing 100 100...
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...
1. Plot particle size distribution curve (You are supposed to fill the above table using MS...
1. Plot particle size distribution curve (You are supposed to fill the above table using MS Excel, therefore any error in the values will return zero point from the table). 2. Determine the fineness modulus of the sample and comment on what that means. 3. Based on the results of the sieve analysis, is the batch of aggregates suitable for making concrete? You are expected to go to the library to find out about grading requirements of aggregates. You can...
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...
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...
its just the name of mix 1. The following data were obtained when sieving a 509.5...
its just the name of mix
1. The following data were obtained when sieving a 509.5 g sample of aggregate for an HL 3HS mix SIEVE SIZE (mm) RETAINED MASS (g) 132 61 9.5 92.6 I 4.75 155.0 2.36+ 68.8 1 18 482 0.60 50.9 0.30 36.6 0.15 21.6 0.075 18.6 Does this material meet the gradation requirement for the specified mix
Construction materials
3. Calculate the percent passing for the sieve analysis shown in table below and plot it on a semi-log gradation chart. What i:s the maximum size? What is the nominal maximum size? (25 points) Sieve Size Amount Cumulative Cumulative Retained, gAmount Percent Passing Percent Retained Retained, g 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) 0.075 mm (No 200 47.1 239.4 176.5 92.7 73.5 9.6 an
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...
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....
24. (Total of 20 pts) Giving aggregate with the following gradation Size, SI Unit (mm) 9.5 4.75 2.36 2 1.18 0.6 0.3 0.15 0.075 Pan Size, English unit 3/8" #4 #8 #10 #16 #30 #50 #100 #200 Pan Amount Retained (g) 0 0 28 35 70 101 35 36 26 10 Cumulative Amount Retained 0 0 28 63 133 234 305 331 341 (g) Cumulative Percent Retained O O 8 18 39 69 89 97.1 100 Percentage Passing 100 100...
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...
1. Plot particle size distribution curve (You are supposed to fill the above table using MS Excel, therefore any error in the values will return zero point from the table). 2. Determine the fineness modulus of the sample and comment on what that means. 3. Based on the results of the sieve analysis, is the batch of aggregates suitable for making concrete? You are expected to go to the library to find out about grading requirements of aggregates. You can...
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...
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...
its just the name of mix
1. The following data were obtained when sieving a 509.5 g sample of aggregate for an HL 3HS mix SIEVE SIZE (mm) RETAINED MASS (g) 132 61 9.5 92.6 I 4.75 155.0 2.36+ 68.8 1 18 482 0.60 50.9 0.30 36.6 0.15 21.6 0.075 18.6 Does this material meet the gradation requirement for the specified mix
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