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Referring to Table 5.6, plot the specification limits of Superpave gradation with a nominal maximum size...
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...
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...
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)...
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
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...
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)...
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...
Assignment No. 2 Table below gives the volumetric design values obtained for superpave system design mixture....
Assignment No. 2 Table below gives the volumetric design values obtained for superpave system design mixture. Draw the four plots VTM, VMA, VFA, and density at Ndesign versus the asphalt percent. Nominal maximum size of the aggregate mixture is 19 mm. Traffic load (ESAL) > 3x105 AC% VTM% VTM% VFA% Density (kg/m) 4.5 9.0 16.0 40 2350 5.0 6.9 15.1 52 2400 5.5 5.8 14.9 60 2420 6.0 3.5 13.8 74 2450 We were unable to transcribe this image
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...
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...
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)...
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
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...
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)...
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...
Assignment No. 2 Table below gives the volumetric design values obtained for superpave system design mixture. Draw the four plots VTM, VMA, VFA, and density at Ndesign versus the asphalt percent. Nominal maximum size of the aggregate mixture is 19 mm. Traffic load (ESAL) > 3x105 AC% VTM% VTM% VFA% Density (kg/m) 4.5 9.0 16.0 40 2350 5.0 6.9 15.1 52 2400 5.5 5.8 14.9 60 2420 6.0 3.5 13.8 74 2450 We were unable to transcribe this image
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