3) Three aggregate stockpiles are designated as A, B, and C a) Determine an aggregate blend...
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....
Problem 2. Combine the following aggregates to meet the given specifications: Sieve No. Specifications (Percent Passing by Wt.) Crushed stone stockpiles (Percent Passing by Wt.) (mm) A B C D 25 100 100 19 90-100 79 12.5 18 100 9.5 60-75 6 68 4.75 45-55 4 25 100 2.36 29-39 3 7 95 1.18 2 4 60 100 0.60 10-20 1 2 41 95 0.30 1 2 31 66 0.15 1 1 22 39 0.075 3-7 1 1 15 30...
Problem 2. Combine the following aggregates to meet the given specifications: Sieve No. Specifications (Percent Passing by Wt.) Crushed stone stockpiles (Percent Passing by Wt.) (mm) A B C D 25 100 100 19 90-100 79 12.5 18 100 9.5 60-75 6 68 4.75 45-55 4 25 100 2.36 29-39 3 7 95 1.18 2 4 60 100 0.60 10-20 1 2 41 95 0.30 1 2 31 66 0.15 1 1 22 39 0.075 3-7 1 1 15 30...
6- Compute the aggregate blend specific gravity (G) (0.000) and absorption (A) (0.00) lor following aggregates. (7 points) Aggregate 1: G= 2.720 Aggregate 2: G= 2.560 Aggregate 3: G3= 2.496 Aggregate 4: G4= 2.623 A,= 0.50 A2= 2.10 Az= 2.40 A4=0.70 blend percent= 40% blend percent= 20% blend percent= 25% blend percent= 15%
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
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....
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 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...
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)...