- 1. [TowerTalk] Concrete "Slump" (score: 1)
- Author: dbowker@mail.sjv.net (Dave Bowker)
- Date: Mon Jun 2 11:06:04 2003
- Slump is a measure of consistency. Too high a slump will prevent the concrete from flowing properly, while too low a slump can cause problems of high pressures in the form, outflow of mortar (through
- /archives//html/Towertalk/2003-06/msg00557.html (6,946 bytes)
- 2. [TowerTalk] Concrete "Slump" (score: 1)
- Author: k3bz@arrl.net (Jerry Keller)
- Date: Thu May 29 12:11:37 2003
- Following advice received here (thanks!), I had the concrete guy here today to advise on my site for a 5' x 5' x 6' deep base pour. He asked if I wanted "3000 Lb. concrete". And he asked if I wanted
- /archives//html/Towertalk/2003-05/msg00377.html (7,706 bytes)
- 3. [TowerTalk] Concrete "Slump" (score: 1)
- Author: K7LXC@aol.com (K7LXC@aol.com)
- Date: Thu May 29 12:55:01 2003
- wanted My non-technical answer is that slump has to do with how 'stiff' the concrete is. That is, if you put it in a pile, would it stand up by itself (stiff with little slump) or would it run down (
- /archives//html/Towertalk/2003-05/msg00378.html (8,883 bytes)
- 4. [TowerTalk] Concrete "Slump" (score: 1)
- Author: ersmar@comcast.net (ersmar@comcast.net)
- Date: Thu May 29 13:01:34 2003
- Jerry: Three-thousand pound concrete is the compressive strength of the mix, in this case 3000 pounds per square inch of surface. Check out http://www.umeciv.maine.edu/cie111/concrete/strength.htm fo
- /archives//html/Towertalk/2003-05/msg00379.html (10,291 bytes)
- 5. [TowerTalk] Concrete "Slump" (score: 1)
- Author: k6rix@arrl.net (Dino Darling)
- Date: Thu May 29 14:05:21 2003
- Yes on the 3000# concrete. I would think that the owners manual would have a recommendation. SLUMP The slump number is the amount of "drop" the concrete makes out of a 12" mold. They use a 12" cone (
- /archives//html/Towertalk/2003-05/msg00380.html (10,569 bytes)
- 6. [TowerTalk] Concrete "Slump" (score: 1)
- Author: k6rix@arrl.net (Dino Darling)
- Date: Thu May 29 14:23:55 2003
- After re-reading my post, I need to clarify something. The mold is clamped to a board and filled from the top...oops! Dino...k6rix@arrl.net
- /archives//html/Towertalk/2003-05/msg00381.html (8,486 bytes)
- 7. [TowerTalk] Concrete "Slump" (score: 1)
- Author: k4oj@tampabay.rr.com (Jim White, K4OJ)
- Date: Thu May 29 14:24:28 2003
- The hardness of your concrete is its PSI - 3000 is very standard, probably what they usually mix for residential stuff - sometimes harder concrete is used in commercial construction applications... T
- /archives//html/Towertalk/2003-05/msg00382.html (9,180 bytes)
- 8. [TowerTalk] Concrete "Slump" (score: 1)
- Author: tombaugh@discoverynet.com (tombaugh)
- Date: Thu May 29 14:51:01 2003
- Clarification, Most of these comments are good however. A vibrator in the hands of an overzealous HAM may actually be bad. (All inuendo aside) Over vibrating concrete causes the heavy materials (ROCK
- /archives//html/Towertalk/2003-05/msg00383.html (13,355 bytes)
- 9. [TowerTalk] Concrete "Slump" (score: 1)
- Author: k6rix@arrl.net (Dino Darling)
- Date: Thu May 29 15:24:37 2003
- Very good point Tom! I've seen people blow out forms from over vibrating! Too much vibrating will drop the aggregate to the bottom and that is BAD! Dino...k6rix@arrl.net
- /archives//html/Towertalk/2003-05/msg00384.html (9,417 bytes)
- 10. [TowerTalk] Concrete "Slump" (score: 1)
- Author: K7LXC@aol.com (K7LXC@aol.com)
- Date: Thu May 29 17:23:32 2003
- much Another reason for using 4000# mix is that it'll cure to the specified 3000# fairly quickly - in a couple of days. This means you can load the base much earlier than waiting for the 3000# mix to
- /archives//html/Towertalk/2003-05/msg00387.html (8,621 bytes)
- 11. [TowerTalk] Concrete "Slump" (score: 1)
- Author: kk9a@arrl.net (kk9a@arrl.net)
- Date: Thu May 29 17:52:40 2003
- Is anyone aware of tower failure due to inadequate concrete strength? I've always ordered the standard 5 bag mix. John Portland much it Another reason for using 4000# mix is that it'll cure to the sp
- /archives//html/Towertalk/2003-05/msg00388.html (9,567 bytes)
- 12. [TowerTalk] Concrete "Slump" (score: 1)
- Author: "Dave Bowker" <dbowker@mail.sjv.net>
- Date: Thu, 29 May 2003 12:31:01 -0400
- Slump is a measure of consistency. Too high a slump will prevent the concrete from flowing properly, while too low a slump can cause problems of high pressures in the form, outflow of mortar (through
- /archives//html/Towertalk/2003-05/msg00437.html (8,320 bytes)
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