Thickness at this size
At 1,200 ft² this is a building floor. Its thickness, reinforcement and sub-base normally come from an engineered design, not from a rule of thumb. The table above gives the concrete for this footprint at 4, 5 and 6 in, so each option can be priced once the design sets the thickness.
Control joints for this size
A 4 in slab wants control joints every 8-12 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 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 1,200 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. 1,200 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
667 × 80 lb bags is 14.81 yd³ - about 334 mixer batches. At this size the bag count is a costing reference rather than a plan: mixing 667 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 2 loads at a typical 9 yd³ truck, booked back to back. Have the crew, the access and the discharge points sorted before anything arrives.