- 1. [CBQ] Rail (score: 1)
- Author: "Mark Bristow" <markbristow251@btinternet.com>
- Date: Wed, 02 May 2007 15:31:08 -0600
- Dear Group, I understand the Q got it's ties from the company tie plant at Galesburg, but where did the rail come from? Eastern steel mills or somewhere a bit closer. I'm guessing the rail was not ma
- /archives/BRHSLIST/2007-05/msg00004.html (9,549 bytes)
- 2. Re: [CBQ] Rail (score: 1)
- Author: Ted Schnepf <railsunl@foxvalley.net>
- Date: Mon, 07 May 2007 20:41:38 -0500
- Hi Mark, I have not seen a reply, so will draw upon my 28 years as a railroad civil engineer. Your answer is in the CBQ "track charts" or "condensed profile books" the Q kept by division. There shoul
- /archives/BRHSLIST/2007-05/msg00024.html (12,048 bytes)
- 3. Re: [CBQ] Rail (score: 1)
- Author: "Dale Reeves" <drale99@verizon.net>
- Date: Tue, 15 May 2007 11:07:05 -0400
- Hi Ted: My appologies for being ten days behind. Haven't checked my email for awhile. As an old structural engineer, I have an idea we could have some interesting discussions. I was not a RR engineer
- /archives/BRHSLIST/2007-05/msg00048.html (14,039 bytes)
- 4. [CBQ] Rail (score: 1)
- Author: "soocarman" <mitchc2@juno.com>
- Date: Fri, 18 May 2007 08:39:04 -0600
- Talking with some of the engineers I worked with, would tell me that when they came to the end of the sections of welded rail they felt a slight bump. The weight of the train was enough to make wave
- /archives/BRHSLIST/2007-05/msg00055.html (9,454 bytes)
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