Many options noted below. I will simplify some here. The drainage is critical I prefer to keep water out from under the drive. If the underlying soil is near saturation the drive will fail as traffic mushes the material sideways and into lumps. So analysis of the subgrade material is first. Providing down hill drainage at least on one side is needed unless the subgrade is always solid and near dry. Possible corrugated plastic tile if an open ditch is wrong. Second: large to small meaning from 2 to 3/4 inch stone (preferably crushed not river worn) in three layers all driven into compaction, or rolled. Third a cap layer of 3/4 to fine (what I call from my history) ABC roadbase. This is applied and contoured in a crown of at least 2 inches in the center higher than the edges, or all slanted to the ditch side if a ditch or drain is used. The use of Mill slag is good, as it can smash and compress as driven on, making a more water resistant top layer, but needs to be replaced every 3 or 4 years until stable. Jim
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Today's Featured Article - Restoration Story: Fordson Major - by Anthony West. George bought his Fordson Major from a an implement sale about 18 years ago for £200.00 (UK). There is no known history regarding its origins or what service it had done, but the following work was undertaken alone to bring it up to show standard. From the engine number, it was found that this Major was produced late 1946. It was almost complete but had various parts that would definitely need replacing.
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