DJ54
Elite Member
- Joined
- Jan 20, 2009
- Messages
- 4,592
- Location
- Carroll, Ohio
- Tractor
- IH Farmall 656 gas/ IH 240 Utility/ 2, Super C Farmalls/ 2, Farmall A's/ Farmall BN/McCormick-Deering OS-6/McCormick-Deering O-4/ '36 Farmall F-12/ 480 Case hoe. '65 Ford 2000 3 cyl., 4 spd. w/3 spd Aux. Trans
Yeah, seems every state is different on stone sizing as far a numbers. And what a lot I hear called crusher run is 67D, #411, or berm material here, it is 3/4" down to dust, and 304 is approx. 1-1/2" to 2" down to dust, ie; #4's down to dust. Here #67 stone is about 3/4" ,#57 is closer to an inch. The 3" you mention is what we would call #2 stone. You'll have to decide how deep the holes are, as to what to use, and be able to use up what's left over. Sucks you can't get a smaller load yourself, then have them bring a top coat of the smaller crusher run.
But yes, 1-1/2" in the bottoms of the holes, then choke with screenings/bug dust. It's best if the screenings are damp. They will work down around the larger stone, and lock it together. But yet the larger stone will give you some base. It still may push down some during the thaw, until it stabilizes. And probably best to do it by hand. If deep enough, a layer of the 1-1/2", then sprinkle some screenings on. If deep enough to get another layer like it, do it again. Once all holes are filled, roll with your tractor, until it's packed good. Once locked together, then topped with 2"-3" of the finer crusher run, if it ever needs graded, the larger stone should be down low enough, not to pull it back to the top, and kick around.
Top coat with crusher run of choice. And again, it's better if it's good and damp. When you get your finish grade, roll it with your tractor, and compact it. Not sure what kind of traffic you have on it weight wise, but the finer, 3/4" down will grade & compact easier for maintenance. If you have quite a lot of larger trucks running on it, the larger would be a good choice. You'd just need to grade deeper when working it up to maintain, to get enough smaller material, for the larger stone to lock into. Other wise, you'll just be pulling them to the top, and it will then roll off to the side.
It actually looks like you have enough on the far side to pull that over to fill in the holes. If you had a small load of screenings to choke over top, you'll be OK. Then, top coat with what crusher run you wish.
Just plain stone on top of what you have now will just roll around. Kinda' like working concrete, you need that cream (bug dust) to lock your larger aggregate together, and make a smooth finish.
If you see the spots starting again, that's the time to grade it, and after a good rain if possible, making it easier to grade, and re-compact.
But yes, 1-1/2" in the bottoms of the holes, then choke with screenings/bug dust. It's best if the screenings are damp. They will work down around the larger stone, and lock it together. But yet the larger stone will give you some base. It still may push down some during the thaw, until it stabilizes. And probably best to do it by hand. If deep enough, a layer of the 1-1/2", then sprinkle some screenings on. If deep enough to get another layer like it, do it again. Once all holes are filled, roll with your tractor, until it's packed good. Once locked together, then topped with 2"-3" of the finer crusher run, if it ever needs graded, the larger stone should be down low enough, not to pull it back to the top, and kick around.
Top coat with crusher run of choice. And again, it's better if it's good and damp. When you get your finish grade, roll it with your tractor, and compact it. Not sure what kind of traffic you have on it weight wise, but the finer, 3/4" down will grade & compact easier for maintenance. If you have quite a lot of larger trucks running on it, the larger would be a good choice. You'd just need to grade deeper when working it up to maintain, to get enough smaller material, for the larger stone to lock into. Other wise, you'll just be pulling them to the top, and it will then roll off to the side.
It actually looks like you have enough on the far side to pull that over to fill in the holes. If you had a small load of screenings to choke over top, you'll be OK. Then, top coat with what crusher run you wish.
Just plain stone on top of what you have now will just roll around. Kinda' like working concrete, you need that cream (bug dust) to lock your larger aggregate together, and make a smooth finish.
If you see the spots starting again, that's the time to grade it, and after a good rain if possible, making it easier to grade, and re-compact.