I usually let the quality of the product (work) dictate. If I must use a fill material, and said fill requires moisture to meet specified compaction, this obviously can be hard to achieve when the temps get below zero. Even if below freezing one must take measures to reduce or eliminate the required water, and delivery apparatice, from freezing. The next consideration is how long it will take to get things up and running. If it takes too long than you reach the point of diminishing returns. Deadlines will have a major impact on how far one will go to push through. CD points out a good strategy. I have never had to impliment this one, I know of others who have, but if I had to the type of work we could perform would be limited. If performing subgrade prep one could possibly change the specified material, if permitted, to a screened rock if it is still dry.