I have read quite a bit about this and there seems to be lot's of different opinions... Looking for advice.
I have a gravel road to a back field that gets little use but I would like an all season road to it. The road has good drainage (actually will have shortly). It has 2" base rock and smaller rock on top of that. The road has held up well for about 6 years but the trouble is keeping down the grass and weeds. I plan to resurface the road after some ditch work and am trying to figure out the best rock to use. I was leaning toward 3/4" or 1" clean rock to keep down the vegetation. But I also read how crushed limestone such as CA6/Grade 8 (at least that seems to be what it's called around here) packs well. Trouble is the fines promote seed sprouting. For drives that get a fair amount of use it that seems to keep the weeds down although there is still some growth along the edges and center. It seems like the best plan may be crushed limestone well packed, then a thin layer of clean gravel on top?
Have used roundup and similar but it doesn't last long.
And a question about culverts... Seems that poly culverts are popular. I haven't priced alternatives but I would guess that's because of low cost and light weight for easy handling. But the culvert that was installed (smooth bore) has been partially crushed - it was that way since installation. Others installed it and I think part of the problem was they ran heavy equipment over it without adequate cover and packing. I didn't notice it until after the job was done and paid for. I think the rule of thumb is 1 foot of cover minimum for good load bearing? Is this adequate with proper placement of material around culvert? Would I be better off in the long term with steel or concrete? Looking at one 12" and one 15" in different places. I did some measuring at it looks like I have just enough height for the 12" pipe with 12" of cover. The 15" pipe is no problem as I have lots of drop on the discharge side.
I have a gravel road to a back field that gets little use but I would like an all season road to it. The road has good drainage (actually will have shortly). It has 2" base rock and smaller rock on top of that. The road has held up well for about 6 years but the trouble is keeping down the grass and weeds. I plan to resurface the road after some ditch work and am trying to figure out the best rock to use. I was leaning toward 3/4" or 1" clean rock to keep down the vegetation. But I also read how crushed limestone such as CA6/Grade 8 (at least that seems to be what it's called around here) packs well. Trouble is the fines promote seed sprouting. For drives that get a fair amount of use it that seems to keep the weeds down although there is still some growth along the edges and center. It seems like the best plan may be crushed limestone well packed, then a thin layer of clean gravel on top?
Have used roundup and similar but it doesn't last long.
And a question about culverts... Seems that poly culverts are popular. I haven't priced alternatives but I would guess that's because of low cost and light weight for easy handling. But the culvert that was installed (smooth bore) has been partially crushed - it was that way since installation. Others installed it and I think part of the problem was they ran heavy equipment over it without adequate cover and packing. I didn't notice it until after the job was done and paid for. I think the rule of thumb is 1 foot of cover minimum for good load bearing? Is this adequate with proper placement of material around culvert? Would I be better off in the long term with steel or concrete? Looking at one 12" and one 15" in different places. I did some measuring at it looks like I have just enough height for the 12" pipe with 12" of cover. The 15" pipe is no problem as I have lots of drop on the discharge side.