Here I am again masters [emoji3] May I hear your opinions regarding pouring the second floor slab in sections? I reckon, we can pour the entire second floor in 6 working days at the most using just a bagger concrete mixer. This is a backup plan if the cost of ready mix will be prohibitive due to subdivision restrictions, mainly big concrete mixer trucks and pump crete are no longer allowed. That leaves me with small trucks and probably a hose requiring additional labor on my part. I've done the math and there is a safe 20% savings on manual pouring. But how are the pouring sections divided? Or where should I "splice"? Thanks

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