Table 2 Proposed gradation for asphalt wearing course.

From: Evaluation of asphalt mixtures modified with low-density polyethylene and high-density polyethylene using experimental results and machine learning models

Sieve sizes

mm

25

19

12.5

9.5

4.75

2.36

1.18

0.6

0.30

0.15

0.075

Inch

1

3/4

1/2

3/8

#4

#8

#16

#30

#50

#100

#200

Percent passing

 

100

95

83

65

46

30

20

13

9

6

5

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