Table 1 shows the result of the sieve analysis for the material of asphalt concrete (AC) mixture. Analyze the result of the sieve analysis by plotting the gradation curve of the sample. Conclude...


Table 1 shows the result of the sieve analysis for the material of asphalt concrete (AC) mixture.<br>Analyze the result of the sieve analysis by plotting the gradation curve of the sample. Conclude<br>either the sample that been sieve is fulfill the requirement or not?<br>Q4.<br>Table 1<br>Sieve size (mm) Mass retained (g) Gradation limit for<br>AC 14<br>20.0<br>0.00<br>100<br>14.0<br>69.60<br>90- 100<br>10.0<br>296.10<br>76- 86<br>5.00<br>433.70<br>50 - 62<br>3.35<br>170.50<br>40 - 54<br>1.18<br>321.20<br>18 - 34<br>0.425<br>212.00<br>12 - 24<br>0.150<br>135.10<br>6- 14<br>0.075<br>49.30<br>4-8<br>PAN<br>72.80<br>

Extracted text: Table 1 shows the result of the sieve analysis for the material of asphalt concrete (AC) mixture. Analyze the result of the sieve analysis by plotting the gradation curve of the sample. Conclude either the sample that been sieve is fulfill the requirement or not? Q4. Table 1 Sieve size (mm) Mass retained (g) Gradation limit for AC 14 20.0 0.00 100 14.0 69.60 90- 100 10.0 296.10 76- 86 5.00 433.70 50 - 62 3.35 170.50 40 - 54 1.18 321.20 18 - 34 0.425 212.00 12 - 24 0.150 135.10 6- 14 0.075 49.30 4-8 PAN 72.80

Jun 10, 2022
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