The soils engineer kicked it back to me.
I said “don’t ask”.
:o)
T. William (Bill) Allen, S.E.
Consulting Structural Engineers
V (949) 248-8588 •
-----Original Message-----
From: Jnapd@aol.com [mailto:Jnapd@aol.com]
Sent: Thursday, December 20, 2007 1:32 PM
To: seaint@seaint.org
Subject: Re: Design of Pavement Section
In a message dated 12/20/2007 1:28:25 PM Pacific Standard Time, T.W.Allen@cox.net writes:
Don’t ask me why, but I need to design a driveway (on grade) for a fire truck. I believe the owner wants to use AC, but if he must go with PCC, then he will.
Are there any good guidelines, references, methods used to design a section for this purpose? I sure would hate to waste a bunch of time if this is something that is pretty simple.
I’m supposed to be receiving wheel loads later today.
TIA,
Bill:
Maybe you could sub it out to a soils engineer.
Joe Venuti
Johnson & Nielsen Associates
Palm Springs, CA
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