Located near St. Louis and needing to extend a spur off a gravel drive for a new detached garage/shop. Planning 10' wide and run is about 200'. Soil has a fair amount of clay. Current drive is CA6 which is common around here. Think it is basically 3/4 minus crushed limestone. Current drive is just CA6 as far as I can remember (no bigger base that I can recall. It has held up pretty well over the 15 years and needs some surface rock every 5 years or so.
Talking to contractors for the road I am getting recommendations all over the place. 8" thickness of CA6 from one - seems like a lot. Fabric and large base with smaller clean rock on top to keep the weeds out (which is a bit of an issue but not terrible. I have been adding clean rock on top but it doesn't pack as well). Some claimed the fabric would work its way up especially on the corners. Doing the large base seems like a good idea but it can work its way up sometimes.
The drive may get moved in a few years so am leaning to just using CA6 or maybe clean 3/4 rock.
I don't expect much heavy truck traffic after the initial concrete trucks and construction equipment. I only get a few significant deliveries a year and then it is usually a box truck rather than a huge one. How much radius is reasonable for turn for smaller trucks? I have a 90 degree turn off the existing drive.
I have a Kubota L3600 with loader and considered cutting the turf out myself so I would just have rock to be delivered. But may have someone else do it all.
Looking for advice on road material and thickness.
Talking to contractors for the road I am getting recommendations all over the place. 8" thickness of CA6 from one - seems like a lot. Fabric and large base with smaller clean rock on top to keep the weeds out (which is a bit of an issue but not terrible. I have been adding clean rock on top but it doesn't pack as well). Some claimed the fabric would work its way up especially on the corners. Doing the large base seems like a good idea but it can work its way up sometimes.
The drive may get moved in a few years so am leaning to just using CA6 or maybe clean 3/4 rock.
I don't expect much heavy truck traffic after the initial concrete trucks and construction equipment. I only get a few significant deliveries a year and then it is usually a box truck rather than a huge one. How much radius is reasonable for turn for smaller trucks? I have a 90 degree turn off the existing drive.
I have a Kubota L3600 with loader and considered cutting the turf out myself so I would just have rock to be delivered. But may have someone else do it all.
Looking for advice on road material and thickness.