Most Highrise concrete slabs are poured using a 40Mpa or 50Mpa Post Tension (PT) mix, this mix will allow for a high early strength of between 22 - 25Mpa in 3days from slab pour, this allows for the stressing of the PT cables within the slab. If its less than 22Mpa then generally they are delayed by a day as the slab should not be stressed until after22Mpa. After the initial early strength the concrete will slow down and should be at full strength at 28 days.
As for loading of the decks after a slab has been poured, this happens quite alot as once the slab has been finished and can be walked on then they generallly will load Pans and formwork on it to save time the next day. it doesnt matter to much if they leave a few foot prints in the surface as they all get covered anyway. only podium and carpark levels will they require a faultless finish as it does not get any floor coverings over it.
These days the Columns are poured using 65-80 or 100Mpa. this allows for a higher strength earlier which means the props and formwork can be removed sooner as the columns are strong enough for load bearing.
Driveways and houseslabs are generally 20-25Mpa and after 7days they can still be as low as around 12-18Mpa, escpecially during winter months when there is a cold night time air temperature. Concrete requires temperatures of 6Degrees or abouve so the air can cause the hydration process and remove the moisture form the poured concrete, any lower and the concrete curing slows right down.
Icould go on for ever but i know it would bore everyone stupid.