For that design, you'd typically go with (2) 18' beams and have joists in between the beams. the joists will span with hangers. the beams you need to support. i imagine you've run this through the prescriptive deck design wood span tables from the AWC. at 18' you'll need the two supports (one each end) and one in the middle. composite typically wants 12" oc for joist spacing.
I did a deck more or less this size but used a PSL that I sent out for pressure treating to get the full span with just two supports (I had 5' storage under my deck). I used plywood with a torch on membrane, 12" drip edge, a 2% slope for drainage and 2x4 pt sleepers at 12" oc for my composite to sit on. Should last 100 years even if my torch on starts to fail in 35 years.
My supports were concrete walls. For yours you'll want to put at least 16" of crushed rock under your pier blocks to prevent any frost heave and maybe deeper if you don't get below the organic soil.