I think, in the days of hand raking tarmac into place, cold tarmac was just too hard to move so it had to be delivered and worked very hot.
Sometimes it may have had diesel added in the mix. (keeps it soft longer but the finished road was slick until the diesel evaporated)
With less traffic, it was also easier to deliver the loads hot from the mixer, on time.
Today, spreading machines require a lot of skill, if the tarmac is not hot enough off the delivery truck the spreading machine ought to work slower giving the machine time to warm the mix up.
But this cost more fuel, and more time.
If they choose to press on instead of getting an even spread it will be lumpy and cold.
When the roller gets to work, the road surface ends up with an uneven density, (it may look flat) the less dense areas are porous, they will leak surface water into the structure, and they are the starting point for the next (new) potholes.
Poring tar into cracks is OK providing the cracks are not too big.
The tar needs the support of the aggregate otherwise it will just flow away, and the crack is open again.
But the cracks suggested a badly laid piece of tarmac, and should have been ripped out, the supporting layer made good (if required) then re laid.
I think it's called progress!