5.21
sample of aggregate and produced on a performed A sieve analysis test was the results shown...
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 The sieve analysis for an aggregate is given in the figure to the right. Which of the following provides the most accurate description of the aggregate's gradation? (A) Dense graded (B) Gap graded (C) Open graded (D) Uniform graded (E) Bifurcated gradation 8 8 Percentage Passing - a SANT o 300 600 pm 1.18 2.36 mm mm Sieve Size- 4.75 mm 10 mm um
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% The...
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...
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 sieve analysis test was performed on a sample of fine aggregate and produced the following results: Calculate the percent passing each sieve, and draw a 0.45 power gradation chart with the use of a spreadsheet program. The specific steps or functions selected in the following description can vary somewhat depending on the version of the spreadsheet program being used.
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...
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