Working frozen dirt

   / Working frozen dirt #11  
Sometimes after a very wet fall rather than make ruts we wait till beginning of freeze up and work it at -5 /-10c or so when soil is partially froze so it will carry tractors without spinning , it works very well and is very common practice . Very short working window till froze solid or snow is too deep though .

Yeah, I remember as a kid one year there was no way to plow up the cornstalks. My dad hired a relative to come in and chisel plow it instead. But it was greasy enough that the only time it worked was between about 5 and 10 pm. Before the sun set, it was too slick. By about 10, it was setting up fairly firm and they couldn't pull it. Took about 3 or 4 evenings to chisel about 60 acres with a 100hp tractor.
 
   / Working frozen dirt #12  
Great video! Yeah, I wish the ground had as much sand as yours does. I currently have spots on either end that are 2-6 feet deeper than the majority of the pond and I've been pumping out both sides regularly. Helps a little, but the pond is a few hundred feet long so the middle is just holding the water below the compost layer. I've been trying to save as much of this black gold as I can, but when I take a scoop, the front tires sink into the wet clay layers.


.

How big is your tractor? That's a LOT of digging. My area was like 60-70ft end to end and less than 20 across and it took several long long days of solid aggressive digging.
 
   / Working frozen dirt #13  
Yeah, I remember as a kid one year there was no way to plow up the cornstalks. My dad hired a relative to come in and chisel plow it instead. But it was greasy enough that the only time it worked was between about 5 and 10 pm. Before the sun set, it was too slick. By about 10, it was setting up fairly firm and they couldn't pull it. Took about 3 or 4 evenings to chisel about 60 acres with a 100hp tractor.

I did the last 600 acres like this about 4 years ago . 10 degrees in the daytime so starting at 3am when there was a good hard crust and working till about 10 am when it got sticky
 
   / Working frozen dirt
  • Thread Starter
#14  
How big is your tractor? That's a LOT of digging. My area was like 60-70ft end to end and less than 20 across and it took several long long days of solid aggressive digging.

Same one that's in my profile: DK50SE. Not sure if that qualifies as a "compact" or a "utility." 49hp.

Yep, it is a lot of digging. So far, I've spent over 40 hours on the tractor on this project alone. Several of those have been fairly unproductive since this is my first tractor and my first time at this type of project. Pump, wait (dry), dig, pump, wait, dig. I typically only work a couple hours a day, a couple days a week since I have a day job. When I started in July, I thought for sure I'd be digging into dry(er) clay by the end of August. No such luck.

On the plus side, I do have 3 large piles of beautiful black compost, and my land bridge to get to the other side faster is about half built. Looks like I'll be putting the work lights on the cab to good use this fall/winter!
 
   / Working frozen dirt #15  
Considering the OP is in southern Michigan, I expect he'll have a difficult time once the freeze commences.
There were times we had to use jackhammers to break up the frozen soil to dig sewer trenches...and this was in Maryland.

However, can't hurt to try...just don't wait too long.

When I was in construction we repaired any water main breaks the city had. During the winter it could take 12+ hours with a hydraulic jack hammer to bust a 3' x 6' hole through the frost. It is easier to break through concrete then frozen ground.
 
   / Working frozen dirt #16  
It is easier to break through concrete then frozen ground.

Several years ago we needed a bunch of temporary offices next to the permanent building. The large excavator had a jack hammer on it and spent a few weeks chipping out dirt to put down foundations for trailers to be brought in. I sat on the 3rd floor and they were, at minimum, 20 feet away from the building. The whole building vibrated all day long.
 
   / Working frozen dirt #17  
Frozen soil has the ability to absorb the impacts where concrete will shatter...nasty stuff.
 
   / Working frozen dirt #18  
Frozen soil has the ability to absorb the impacts where concrete will shatter...nasty stuff.

Yeah...frozen soil is a pain...especially when you get a spade bit (for the jackhammer) stuck.

Wasn't much option though...we used a full sized Ford backhoe and all it did was lift the rear end when trying to break the ground.
 
   / Working frozen dirt #19  
Due to engineering delays on a project for Syncrude in Northern Alberta, we did a lot of underground work in the dead of winter. We had tents build over the area to be excavated and ran big heaters in them all night to thaw out the ground a few inches and dug it during the day. Heated and thawed again till we got to the correct elevation, kept the heat on in the tents for the workers and to keep the soil thawed. All our backfill was keep in a heated tent also as you cant compact icy soil or slushy soil. We backfilled up to the ground elevation using warm dirt at about 60F. Engineering didnt mind putting the backfill against frozen soil but the backfill material had to be well above freezing so we had time to load it, haul it from the heating tent to the hole to be filled and compact and test it before it froze back. It cost a large fortune to do that but we had to maintain the completion date even though engineering was behind schedule by more than 6 months.
 
   / Working frozen dirt #20  
Due to engineering delays on a project for Syncrude in Northern Alberta, we did a lot of underground work in the dead of winter. We had tents build over the area to be excavated and ran big heaters in them all night to thaw out the ground a few inches and dug it during the day. Heated and thawed again till we got to the correct elevation, kept the heat on in the tents for the workers and to keep the soil thawed. All our backfill was keep in a heated tent also as you cant compact icy soil or slushy soil. We backfilled up to the ground elevation using warm dirt at about 60F. Engineering didnt mind putting the backfill against frozen soil but the backfill material had to be well above freezing so we had time to load it, haul it from the heating tent to the hole to be filled and compact and test it before it froze back. It cost a large fortune to do that but we had to maintain the completion date even though engineering was behind schedule by more than 6 months.

And people wonder why gas prices are high.:rolleyes:
 

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