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Paver Edge Restraint Spikes - Galavnized or Common

  • Galvanized

    Votes: 6 29%
  • Common

    Votes: 15 71%
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DVS Hardscaper

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6,870 Posts
Discussion starter · #1 ·
Seems to be some varying opinions on which type of spikes (for anchoring paver restraint) are better.

Cast your vote today!
 
Discussion starter · #4 ·
Ta each his own :)

But I'm gonna say this and I'm only gonna say this once:


This April will mark our 14th year as a full fledged paver installation company. Not our 3rd year workin in a patio here and there between mowing yard, not our 5th year - but our 14th year :)

Since day one. We have used galvanized spikes. And to this day - to my knowledge, there have not been any issues arrising from a galvanized spike not staying put in the ground. Infact, on jobs where we have had to make repairs - we have had trouble pulling the galvanized spikes out of the restraint!

I was at a paver seminar recently where for the 1st time the speaker advocated common spikes :( Could this be his attempt to offset an installer's costs due to his pricey pavers??



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Guess it depends on the region you live in, and the freeze/thaw cycle you have to deal with. I'm in New England and have seen galvees back-out. Personally, i use both. The jobs (not mine) where i have seen galvees back-out are always on a poorly compacted base. Congrats DVS on 14 years, i'm starting my 14th year as well, note sure of the exact date.
 
Discussion starter · #10 ·
I have $200 that says he tells us more about his wording in contracts first.
Oh! Ok! Ta Hell with the important issues, like contracts, labor laws, contract law, you know - the mechanics to operating business. I'll get busy tomorrow and I'll jus stick to postin pictures of paver jobs, skid loaders, and trucks. Cause ya know - trucks in my state look way different than trucks in NY. The cool thing is you can then save the truck pictures and copy them into your contracts. This way your potential client will see that you truely are a pro. :weightlifter:
 
Discussion starter · #14 ·
Ya know, (and I do not mean any disrespect to anyone) I honestly do not think anyone here (including myself) has been in the paver business long enough to know how well common spikes hold up.

Sure they're going to rust and sure they're going to completely deteriorate. But it's going to take what, at least 10 years?? And even after they've disintegrated - it's not like there will suddenly be any evidence to the point where the client is calling you to report a problem.

What will hold the restraint fast if the spike has faded to nothing? Why use spikes at all?

With all due respect, it's my opinion that there is no way anyone here can honestly say "we've only used common steel spikes and we've never had any problems".

If you use cheap gasoline in your truck - the only way you will know the definitive effects of using cheap gasoline is to pull the intake manifold off the block and look at it's ports. If you don't pull the intake - you will NEVER know what cheap gasoline does to an engine.

Same goes for spikes. Unless you do some digging - you have NO clue whats happening with them.

One gentleman mentioned he has had spikes heave during deep freezes. Ok, fair enough, I can buy that. But can't you use longer spikes? The climate here hasn't had any bearing on our spikes (as far as I'm aware).

We'll stick with galvanized. I hate callbacks :)


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lots of guys out there with nice brand new shiny trucks, skid steers, backhoes and other equipment. I don't see that as any qualification for quality of work, well, unless you are a tuck salesman and not a landscape/hardscape contractor. Maybe it makes you look like a pro, does not mean that you are.
 
by the way, Edge restraint companies I have heard from all say common spikes, they say the rust binding with the base keeps the spikes in place. I am not so sure about this because those same manufacturers are now making plastic spikes as well. I am not sure how they are supposed to work if you need rust to bind the nails to the base. The only advantage I see with them is that they do not corrode. According to that line of logic, Galvanized would be better than common. (longer life due to lesser corrosion) Cost wise I would go with the common, the lawn/mulch/stone should be covering the tops of the nails anyway so customer stepping on rusty nails should not be an issue and it should be 20-30 years for those nails fail due to rust. The homeowner would want that job replaced anyway in that time due to newer trends. If it aint broke, dont fix it
 
Where or where did DVS go is what I want to know.....
Learned a lot from that cantankerous fart...
Maybe left the hardscape business?
He seemed to post less once most of his peers left or quit the business
 
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