6 full loads was a major red flag. You are full of shir bruv... Ive moved 89 tons of material in the last 18 months with a wheelbarrow 0 chance you had that math figured out and now AI makes it simple.
**Assumptions:** 18"×18" concrete pavers, 2" thick, standard density (~150 lbs/ft³); standard semi truck with 80,000 lb GVW and ~45,000–48,000 lb usable payload.
**Per-paver weight:**
18 × 18 × 2 in = 648 in³ = 0.375 ft³ → 0.375 × 150 lbs/ft³ ≈ **56 lbs/paver**
**Per-paver coverage:**
1.5 ft × 1.5 ft = **2.25 ft²/paver**
**Per truck:**
- 45,000–48,000 lbs ÷ 56 lbs ≈ **800–855 pavers**
- Adjusted for pallet weight (~40–50 lbs/pallet): **~780–840 pavers** (more realistic)
**6 trucks total:**
- Paver count: **~4,800–5,100** (raw weight-based) → **~4,680–5,040** (pallet-adjusted)
- Working estimate: **~4,900–5,000 pavers**
**Total coverage (6 trucks):**
- Raw paver area: **~10,800–11,500 ft²** (working estimate: ~11,000–11,250 ft²)
- Real-world usable coverage (accounting for joint gaps ~1–3% and cut/waste overage ~5–10%): **~10,000–10,500 ft²**
**Key variables that would tighten these numbers:** actual paver density (concrete mixes range ~140–160 lbs/ft³), exact tractor/trailer tare weight, pallet configuration (pavers per pallet), and job-site cut waste percentage.
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