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Cobbles – above 3 inches.
           Gravel – 3 inches to a No. 4 sieve
           Coarse Sand – No. 4 sieve to No. 10 sieve
           Medium Sand – No. 10 sieve to No. 40 sieve
           Fine Sand – No. 40 sieve to No. 200 sieve

      3. Pavement Design Process
4.1. Flexible Pavement

A typical structural design results in a series of layers that gradually decrease in
material quality with depth.
Figure 2-1 shows a typical section for a flexible pavement.

           Figure 2-1. Typical section for a flexible pavement.

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