What 6 in is for
6 in is a load thickness: repeated vehicle traffic, a garage or shop floor, a machine or skip pad, anything with a point load. At this depth reinforcement is assumed rather than optional, and the sub-base needs to be as good as the slab - a 6 in slab on soft ground still cracks.
Control joints for this size
At 15 × 15 ft this slab is small enough to pour as a single panel. Control joints go in at roughly 12-18 ft for a 6 in slab (24-36 times the thickness), and both dimensions here are inside that, so no intermediate joint is needed - just isolation material where the slab meets a wall, a step or a post.
Placing 225 ft²
At 15 ft across, this is past the width a screed board spans. Set 1 intermediate wet screed or screed rail down the 15 ft direction, dividing it into strips of about 7.5 ft, and strike off strip by strip. 225 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
188 × 80 lb bags is 4.17 yd³ - about 94 mixer batches. At this size the bag count is a costing reference rather than a plan: mixing 188 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 part of a single load. Have the crew, the access and the discharge points sorted before anything arrives.