The concrete slab will be 3,000 psi, Type I cement cure at 73 degrees F. The slabs have been designed for an 80 psf live load and a 100 psf dead load...

The concrete slab will be 3,000 psi, Type I cement cure at 73 degrees F. The slabs have been designed for an 80 psf live load and a 100 psf dead load as per ACI code. Assume the representative concrete curve on P. 6-31 of the handout applies. Using a F.S. of 1.35 during construction, what is the minimum cycle time per slab for Section 5-2 steps 9 and 17 for this job?