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Pavement Depth vs Aggregate

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IsoShin

Civil/Environmental
Jan 25, 2016
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AU
Hi,

Hopefully I am in the right area.

Recently I received a Pavement Design with a total depth of about 600mm.

There is a SAMI seal below the wearing course which asks for 10mm S25E and AMC00 prime below that.

However the allowable depth is only 5mm, so I wanted to ask is it common practice 10mm aggregate can become 5mm depth?

Capture_jkbtvd.png


Thanks,
 
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It might help if you showed the column headings. Are you sure 5mm isn't the maximum aggregate size, not the lift thickness? For example, we will use a 40mm (thickness) top course of 12.5mm (aggregate size) HMA mix.



My glass has a v/c ratio of 0.5

Maybe the tyranny of Murphy is the penalty for hubris. -
 
If 5mm limit to thickness, this is likely microsurfacing....a surface treatment to protect the underlying structural section.
 
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