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3 The sieve analysis for an aggregate is given in the figure to the right. Which...
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....
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...
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...
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...
A granular sample is proposed for highway base-course construction. Test results are Retained 0g Sieve 25...
A granular sample is proposed for highway base-course construction. Test results are Retained 0g Sieve 25 mm (1 in.) 19 mm (3/4 in.) 12.5 mm (1/2 in.) 9.5 mm (/8 in.) 4.75 mm (No. 4) Pan 3011 g 3895 g 4113 g 6349 g 11,943 g The fine aggregate from the pan was split down to 513.4 g and washed. Loss in washing was 29.9 g. Results of fine sieving were Sieve Retained 4.75 mm (No.4) 2.00 mm (No. 10)...
Florida A&M 3. (a) Use the "0.45 Power Chart" below to draw the sieve lines for a 19 mm sieve, for a (2...
Florida A&M 3. (a) Use the "0.45 Power Chart" below to draw the sieve lines for a 19 mm sieve, for a (2 #8 sieve, and for a #200 sieve. aggregate with a maximum aggregate seize (1 pt.) (b) Draw the maximum density lines for an of 4.75 mm. Percentage Cumulative Retained (% ) 10 50 30 25.00 910 30 70 50 10 30 20 Percentage Passing (%) Sieve Size, (mm) 045 01 02 09 nc 09 06 0 00T...
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...
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
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...
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....
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...
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...
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...
A granular sample is proposed for highway base-course construction. Test results are Retained 0g Sieve 25 mm (1 in.) 19 mm (3/4 in.) 12.5 mm (1/2 in.) 9.5 mm (/8 in.) 4.75 mm (No. 4) Pan 3011 g 3895 g 4113 g 6349 g 11,943 g The fine aggregate from the pan was split down to 513.4 g and washed. Loss in washing was 29.9 g. Results of fine sieving were Sieve Retained 4.75 mm (No.4) 2.00 mm (No. 10)...
Florida A&M 3. (a) Use the "0.45 Power Chart" below to draw the sieve lines for a 19 mm sieve, for a (2 #8 sieve, and for a #200 sieve. aggregate with a maximum aggregate seize (1 pt.) (b) Draw the maximum density lines for an of 4.75 mm. Percentage Cumulative Retained (% ) 10 50 30 25.00 910 30 70 50 10 30 20 Percentage Passing (%) Sieve Size, (mm) 045 01 02 09 nc 09 06 0 00T...
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...
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
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%
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