Block courses
Use the installed height, not only the exposed height. A buried base row or partial course still consumes blocks.
Estimate retaining wall blocks, cap units, compacted base gravel, drainage stone behind the wall, drain pipe length, tonnage, waste, and optional material cost from editable wall and block assumptions.
This calculator estimates material quantities for segmental retaining wall blocks. It does not check soil pressure, sliding, overturning, bearing, geogrid, frost, slopes, surcharge loads, or drainage outlet design. The default base and drainage values follow common manufacturer planning details: a compacted granular base and clean wall rock behind the blocks. One installation reference from Allan Block specifies a minimum 6 in wall-rock base and 12 in of wall rock behind the block, with drain pipe required for reinforced walls, gravity walls over 4 ft, or poor drainage sites.
Volumes are based on rectangular takeoffs. Curves, corners, step-ups, returns, geogrid zones, over-excavation, soil replacement, block core fill, and supplier rounding can change the order quantity.
Use the installed height, not only the exposed height. A buried base row or partial course still consumes blocks.
Base volume uses compacted dimensions. Order extra when the trench bottom is uneven or weak soil must be removed.
Clean, free-draining stone behind the blocks reduces hydrostatic pressure only when it has a working outlet.
Caps are counted by wall length. Add more waste for curves, corners, miters, stairs, and exposed end cuts.
A 40 ft long wall with 3 ft exposed height, 8 in buried allowance, 18 x 8 in block faces, and 5% block waste needs 6 courses and 27 blocks per course. The calculator estimates 171 wall blocks. With a 24 in wide by 6 in deep base, 12 in drainage stone behind the full installed wall height, and the default 10% aggregate allowance, it estimates about 1.63 yd3 of base gravel and 5.98 yd3 of drainage stone.
Yes. Any block below finished grade should be included because it is part of the installed wall. Enter that depth as the buried block allowance.
Use the depth from your block manufacturer or approved plans. The default 6 in base is a common planning value for segmental retaining wall systems, not a universal design rule.
Many segmental wall details use about 12 in of clean wall rock behind the block. Taller walls, reinforced walls, wet sites, or engineered designs may require different drainage zones.
No. Geogrid length, vertical spacing, embedment, and strength depend on wall height, soil, loading, slopes, block system, and engineering requirements.
Stone density changes with gradation, moisture, compaction, and local material. Use supplier density or tons-per-cubic-yard values for final orders.