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Re: Compaction tests

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Are you talking about structural fill or a free-draining gravel fill?  They
are not the same.  If you are talking about a gravel fill, the soils
engineer is correct.


----- Original Message -----
From: "Alden Manipula, E.I.T." <amanipula(--nospam--at)novagroupinc.net>
To: "SEAINT Listserve" <seaint(--nospam--at)seaint.org>
Sent: Friday, September 14, 2001 11:11 AM
Subject: Compaction tests


> I just had a soils engineer claim that he couldn't test 3/4" clean
granular
> fill with his nuke gauge.  Is this a correct statment?
>
> Alden Manipula
>
>
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