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Re: Rusty Rebar[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: Rusty Rebar
- From: "Jose Diez" <josediezpe(--nospam--at)hotmail.com>
- Date: Mon, 19 Oct 1998 17:58:29 PDT
>From: "Randy Russ" <rruss(--nospam--at)eatel.net> >To: "Structural Chat" <seaint(--nospam--at)seaint.org> >Subject: Rusty Rebar >Date: Sun, 18 Oct 1998 21:01:27 -0500 >Reply-To:seaint(--nospam--at)seaint.org > >I have a project that has been resurrected after 4 years. 4 years ago, >45,000 lbs of reinforcing steel were detailed and delivered. I did the >original design and checked the shop drawings. > >The job was shut down and is now going out for bid again. I have examined >the rebar. It was stored outdoors and off the ground. It has mill scale on >it but I can see no obvious degradation. > > >Randy Russ >rruss(--nospam--at)eatel.net > > Mill scale is OK. It actually provides better bond. The corrosion cell has not started yet and will not start because of the mill scale. Jose Diez PE > > ______________________________________________________ Get Your Private, Free Email at http://www.hotmail.com
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