What 5 in is for
5 in is the in-between thickness people land on when a slab has to take a car but is not a working yard - a domestic driveway, a workshop floor, a caravan or boat pad. It is a real step up from 4 in for wheel loads, and it is where reinforcement starts being worth the money rather than optional.
Control joints for this size
A 5 in slab wants control joints every 10-15 ft - 24 to 36 times its thickness. At 30 × 40 ft that is about 5 joints: 2 across the 30 ft length (3 panels of about 10 ft) and 3 across the 40 ft width (4 panels of about 10 ft). That keeps the panels close to square, which is what stops a joint being ignored and a crack appearing somewhere else. Cut or tool them about 1.25 in deep - a quarter of the slab - and do it within the first day, before the slab decides where to crack on its own.
Placing 1200 ft²
At 30 ft across, this is past the width a screed board spans. Set 2 intermediate wet screeds or screed rails down the 40 ft direction, dividing it into strips of about 10 ft, and strike off strip by strip. 1200 ft² also has to be placed and finished before the first of it sets, so this is a crew job, not a weekend-alone job.
Mixing or ordering it
834 × 80 lb bags is 18.52 yd³ - about 417 mixer batches. At this size the bag count is a costing reference rather than a plan: mixing 834 bags on site cannot keep ahead of the setting edge, so the pour ends up full of cold joints. Ordered by the yard it is about 3 loads at a typical 9 yd³ truck, booked back to back. Have the crew, the access and the discharge points sorted before anything arrives.