Ans) We know, cumulative retained = Sum of all retained weight till current sieve
Cumulative retained percent = (Weight on sieve/ Total weight) x 100
Percent passing = 100 - cumulative percent retained
Following is a required sieve analysis,
| Sieve size (mm) | Amount retained (gm) | Cumulative amount retained (gm) | Cumulative percent retained | Peercent passing |
| 25 | 0 | 0 | 0 | 100 |
| 9.5 | 47.1 | 47.1 | 7.37 | 92.63 |
| 4.75 | 239.4 | 286.5 | 40.15 | 59.85 |
| 2 | 176.5 | 463 | 72.48 | 27.52 |
| 0.425 | 92.7 | 555.7 | 87 | 13 |
| 0.075 | 73.5 | 629.2 | 98.50 | 1.50 |
| Pan | 9.6 | 638.8 | 100 | 0 |
Hence, following is a required plot :
Now,we know the smallest sieve
through which 100% of particles passes is maximum aggregate size,
So, according to given sieve analysis, maximum aggregate size = 25
mm
Also, the sieve through which more than 90% of particles passes is nominal maximum aggregate size, So, according to given sieve analysis, nominal maximum aggregate size = 9.5 mm
5.19 Calculate the specific gravity values (dry bulk, SSD, and apparent) and the absorption of the...
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
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...
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....
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...
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...