Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-10 Thread Andre' Schofield
Are there no farmers amongst this group? Frost heave is easily seen every spring. The rocks get pushed out of the ground and must be removed to prevent damage to equipment. Its also noted that bigger rocks, laterally, come up quicker than smaller rocks! ANdre'

Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-10 Thread Harry Wade
At 01:05 PM 1/10/05 -0800, you wrote: >The post is PUSHED out of the ground by the expansion under it's bottom >according to Harry. Royce, I would answer this in more detail (which I'd hoped to avoid) but I'm trying to get out of here for DH and time is short. Even so my answer would prob

Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-10 Thread Royce Woodbury
mdenning wrote: Lemme see now, I can "grab" PVC or iron with my hands but mother nature can't? Of course SHE can, and does. And her grip is way stronger than our hands. And your hands are gonna slip before you move a post out of frozen ground. I only posit that if her grip is foiled with som

Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-09 Thread Walt Swartz
ginal Message - From: "Royce" <[EMAIL PROTECTED]> To: "Multiple recipients of sslivesteam" Sent: Sunday, January 09, 2005 10:55 PM Subject: Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318 Harry Wade wrote: At 11:40 AM 1/8/05 -0800, you w

Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-09 Thread Royce
Harry Wade wrote: At 11:40 AM 1/8/05 -0800, you wrote: on the matter of frost heave, I'm enraged, . . . well maybe only mildly irritated . . . . :-) 1. I am beginning to understand that what is called "frost heave", is the process whereby freezing soil at the surface of the ground can only

Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-09 Thread Walt Swartz
. Lunkenheimer's associate. - Original Message - From: "Rich" <[EMAIL PROTECTED]> To: "Multiple recipients of sslivesteam" Sent: Saturday, January 08, 2005 4:45 PM Subject: Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318 Hi Royce, Th

Re: depth of post footings and frost,was Re: sslivesteam-Digest-Number 1318

2005-01-09 Thread Arthur S.Cohen
Dear friends-and all those with misconceptions of how to control the frost heaving of your vertical track bed supports. I beat it by moving to Mexico city. No freezing here. But you northerners can correct the heaving by not letting the vertical track supports move vertically by making your

Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-09 Thread Rich
Hi Royce, That is about the size of it, you are correct. If you look at a common utility pole it is the big end that is in the ground and they do not get jacked out by freeze / thaw cycles. The common "T" fence post is quite susceptible to jacking because of the configuration of the post. In

Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-09 Thread Harry Wade
At 11:40 AM 1/8/05 -0800, you wrote: >on the matter of frost heave, I'm enraged, . . . well maybe only mildly irritated . . . . :-) >1. I am beginning to understand that what is called "frost heave", is >the process whereby freezing soil at the surface of the ground can only >expand UP as

Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-09 Thread mdenning
odbury" <[EMAIL PROTECTED]> To: "Multiple recipients of sslivesteam" Sent: Saturday, January 08, 2005 2:40 PM Subject: Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318 > Hi All. At the risk of enraging those who hold strong convictions on > the ma

Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-08 Thread Royce Woodbury
Hi All. At the risk of enraging those who hold strong convictions on the matter of frost heave, I would like to throw out some ideas. 1. I am beginning to understand that what is called "frost heave", is the process whereby freezing soil at the surface of the ground can only expand UP as the w

Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-05 Thread Walt Swartz
rida. Monroe county (Key West) is the only county further south than Collier. Many have been hoping that a severe freeze there would occur. - Original Message - From: "Harry Wade" <[EMAIL PROTECTED]> To: "Multiple recipients of sslivesteam" Sent: Wednesday, Ja

Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-05 Thread Harry Wade
At 01:42 PM 1/5/05 -0600, you wrote: >The depth of placement will not have any large impact on individual side thrust If by this you mean a post's ability to resist movement from side thrust or impact, this is untrue. Depth does affect side thrust resistance. By the same token concrete

Re: depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-05 Thread Rich
I do not concur with your analysis. We are discussing a small area post and the placing the base of this post below the "frost line" will have little benefit to stability. As the layout does not cover a large area it would be reasonable to assume that the conditions are homogeneous. The dept

depth of post footings and frost, was Re: sslivesteam-Digest - Number 1318

2005-01-05 Thread Peter Foley
At 10:48 AM 1/5/05 -0600, Rich wrote: OK, now here is my take on this "frost heave" item. To have any 'heaving" there has to be either differential expansion or contraction. This will not happen across a free floating post that is in the ground almost any distance at all. I have to disagree, R