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RE: CONCRETE: Combining Multiple Construction Tolerances

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Okay, please don't waste your time suggesting other "systems." This thing 
is already in the field, their building it within a couple of days, we build 
 these all the time, and there's no point in suggesting directions at a sharp 
 right turn to what I'm doing now.

Thanks, but my question isn't about the system, it's about the TOLERANCES.

-----Original Message-----
From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On 
Behalf Of Martin Li Sent: Sunday, February 01, 2015 12:18 AM
To: seaint-seaosc(--nospam--at)mail-list.com
Subject: Re: [SEAINT-SEAOSC] CONCRETE: Combining Multiple Construction 
Tolerances

How about using soil nail wall?

Martin

----- Reply message -----
From: "Polhemus, William" <wpolhemus(--nospam--at)craworld.com>
To: <seaint-seaosc(--nospam--at)mail-list.com>
Subject: [SEAINT-SEAOSC] CONCRETE: Combining Multiple Construction Tolerances 
 Date: Sat, Jan 31, 2015 6:31 PM

I'd like some opinions, guidance, communal wisdom, and profound insight.

I'd also like a 2015 Metallic Lime-Gold Porsche 911 Carrera Cabriolet...but 
 that's not important right now.

I'm struggling with specifying construction tolerances for an underground 
pump vault. The walls of the vault will be formed by driving steel sheet 
piling to form the rectangular outline, roughly 38 feet by 25 feet, excavating 
 to about 21 feet depth, putting in a 2 foot-thick seal slab, and then forming 
 the walls of the box at the perimeter atop the seal slab. The walls are

Truncated 4416 characters in the previous message to save energy.

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