Question

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 0.45 gradation chart (Figure A.25). What is the maximum size? What is the nominal maximum size?
0 0
Add a comment Improve this question Transcribed image text
Answer #1

25 tr) 0 100 37 553 55y 81-42 7399 59-14 5 5062743 415 10384 1525 9-36 90o-1 1322 118 841-5 130 0 1126 10-46 0:30 6252 .1 360CParticle Size 25 19 12.5 9.5 4.75 2.36 1.18 0.6 0.3 0.15 0.075 Pan Percentage Passin 100 94.47 81.42 73.99 58.74 45.52 32.43

Add a comment
Know the answer?
Add Answer to:
5.21 A sieve analysis test was performed on a sample of aggregate and prod the results...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions
  • 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....

  • 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...

  • 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

  • 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...

  • A sieve analysis test was performed on a sample of fine aggregate and produced the following results:

    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.

  • Referring to Table 5.6, plot the specification limits of Superpave gradation with a nominal maximum size...

    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 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)...

  • 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)...

  • Try to make your answer short and clear to be easier for me to understand, please....

    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...

  • 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...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT