CUMULATIVE CUMULATIVE SIEVE AMOUNT AMOUNT PERCENT RETAINED, PERCENT PASSING SIZE RETAINED, g (a) RETAINED,g (b) (c)=(b)*100/TOTAL (d)=100 - (c ) ТОTAL
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- WEIGHT OF RETAINED FINE AGGREGATES (g) SIEVE SIZE TRIAL 1 TRIAL 2 TRIAL 3 AVERAGE 4.75 mm 2.36 mm 1.18 mm 14 10 12 22 38 30 330 314 322 600 micron 224 212 188 300 micron 266 272 290 150 micron 109 110 102 75 micron 17 20 26 Pan 18 24 30If you could help me with parts a-d id greatly appreciate it, I will rate immediately. Thank you.5.20 Calculate the sieve analysis shown in Table P5.20, and plot on a 0.45 power gra- dation chart. What is the maximum size? What is the nominal maximum size? TABLE P5.20 Sieve Size 37.5 mm 25 mm 19 mm 9.5 mm 4.75 mm 0.60 mm 0.075 mm Pan Amount Retained, g 0 315 782 1493 677 1046 1502 45 Cumulative Amount Retained, g Cumulative Percent Percent Passing Retained
- Calculate the sieve analysis shown in Table P5.20, and plot on a 0.45 power gra- dation chart. What is the maximum size? What is the nominal maximum size? TABLE P5.20 Cumulative Amount Sieve Size, Amount Cumulative Percent Percent mm Retained, g Retained, g Retained Passing 37.5 25 315 19 782 9.5 1493 4.75 677 0.60 1046 0.075 1502 Pan 45Round off final ans, dont round initial valuesA sample of a dry course-grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: Sieve No. Opening (mm) 4.75 Mas Retained (grams) 0.0 14.8 4 10 2.00 20 0.85 98.0 40 0.425 90.1 100 0.15 181.9 200 0.075 108.8 Pan 6.4 1. Determine the effective size (mm). 2. Determine the uniformity coefficient. 3. Determine the coefficient of curvature.
- Pls write the complete solution cleanly.Please show your complete solution on a paper with FBDCalculate the fineness modulus of this fine aggregate sample. Report your answer to the nearest 1 decimal place (tens). Sieve Size, Retained Mass, % Retained Cumulative % % Passing mm (US) 12.5 (1/2") 9.5 (3/8") 4.75 (#4) 2.36 (#8) 1.18 (#16) 0.600 (#30) 0.300 (#50) 0.150 (#100) 0.075 (#200) Grams on Sieves retained on seives 3.0 0.36 0.36 99.64 10.0 1.22 1.58 98.42 30.0 3.65 5.22 94.78 55.0 6.68 11.91 88.09 230.0 27.95 39.85 60.15 175.0 21.26 61.12 38.88 140.0 17.01 78.13 21.87 120.0 14.58 92.71 7.29 40.0 4.86 97.57 2.43 Pan 20.0 2.43 100.00 0.00 Total: 823.0
- Sieve 1. A 500gram sample of fine aggregates was sieved. Determine FM 3/8" #4 #8 # 16 # 30 # 50 # 100 Pan Amount Retained on (gr) 0 40 70 105 115 125 30 15 Amount Retained on (%) % Cumulative Retained onTable P5.27 shows the grain size distributions of aggregates A, B, and C. The three aggregates must be blended at a ratio of 15:25:60 by weight, respectively. Using a spreadsheet program, determine the grain size distribution of the blend. TABLE P5.27 Percent Passing Sieve Size, mm 25 19 12.5 9.5 4.75 1.18 0.60 0.30 0.15 Aggregate A 100 100 100 77 70 42 34 28 20 Aggregate B 100 85 62 43 24 13 Aggregate C 100 100 84 51 29 19 18 14 9.The following are the results in the test for specific gravity of fine aggregates:Mass of Oven-dried specimen in air = 502gMass of Pycnometer filled with water, to calibration mark = 640gMass of Saturated Surface Dry Specimen = 510gMass of Pycnometer filled with specimen and water to calibration mark = 950gCalculate the absorption, apparent specific gravity, bulk specific gravity in SSD condition, and bulk specific gravity in OD condition