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Retaining Wall Calculator — Blocks, Base, Drainage, Pipe & Cost

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Calculated result

95 wall blocks

6 exposed courses × 15 blocks/course before waste

15 cap blocks for one top course

Base gravel: 0.741 yd³ · 1.037 tons

Drain rock: 2.222 yd³ · 3.111 tons

Total aggregate: 2.963 yd³ · 4.148 tons

Drain pipe allowance: 22 ft

Optional material subtotal: 0

Show the working
  1. 1. Courses = ceil(36 in ÷ 6 in) = 6.
  2. 2. Blocks/course = ceil(240 in ÷ 16 in) = 15.
  3. 3. Raw blocks = 6 × 15 = 90; apply 5% waste and round up = 95.
  4. 4. Base = 20 ft × 2 ft × 0.5 ft ÷ 27 = 0.741 yd³; × 1.4 tons/yd³ = 1.037 tons.
  5. 5. Drain rock = 20 ft × 1 ft × 3 ft ÷ 27 = 2.222 yd³; × 1.4 tons/yd³ = 3.111 tons.
  6. 6. Drain pipe = 20 ft × (1 + 10%) = 22 ft.

Material-planning estimate only. Density and pipe allowance are editable ordering assumptions. This does not design retaining-wall stability, reinforcement, drainage, foundations or code compliance; verify product and project requirements.

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