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Re: Slab on Grade and the Green Code

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I really enjoyed (if that's appropriate) this discussion and the attachments.
Gary Hodgson

On 12/6/2013 5:27 AM, Bill McAbee wrote:
Florprufe 120

<http://cirrus.mail-list.com/seaint-seaosc/70286360.html>

Bill McAbee
Project Engineer

-----Original Message-----
From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On
Behalf Of Chuck Utzman Sent: Thursday, December 05, 2013 4:36 PM
To: seaint-seaosc(--nospam--at)mail-list.com
Subject: Re: [SEAINT-SEAOSC] Slab on Grade and the Green Code

I just got back from a job site. I took a look at some 6 mil visquene that was removed during some demo work. It looked like one of grandma's lace curtains. The sand hides the punctures, but can't prevent them in a crummy 6 mil vapor barrier. Also, the workers walk around on the rebar & embed the dobbies & rebar into the sand. If the concrete is pumped it can move the sand into contact with the rebar. The ASTM piece goes into this at length & it's partially discussed in some of the articles in this

Truncated 671 characters in the previous message to save energy.

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