When placing Class "D" asphalt what compaction methods should be used to ensure it is is compacted enought yet will still infiltrate. Is the a max denisity it can be compacted to and measued with a nuclear gauge?

I need to write a spec for Class D use on a trail and I'm not sure how to write the compaction spec to keep it open draining.

Answers:

From: JT Johnson

hi there... this pdf file will better explain your question.

http://www.scdot.org/doing/pdfs/testprocedures/asphalt/sct87.pdf

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