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Block Wall Calculators

Blocks, mortar, rebar and grout for a CMU wall — with the footing under it and the engineering threshold that decides whether you can build it at all.

1.125 blocks per square foot. That number already includes the ⅜″ mortar joints, which is why nominal block sizes divide so cleanly into wall areas.

A block sold as 8×8×16 actually measures 7⅝ × 7⅝ × 15⅝ inches. The missing ⅜″ on each dimension is the joint. Lay it with the joint and the block occupies exactly 8 × 16 inches of wall.

Mortar and grout are different things

Mortar is what the blocks sit in — about 3 bags of Type S per 100 blocks at ⅜″ joints.

Grout is what fills the hollow cells, and it goes only in the cells that have steel in them. Solid-grouting a whole wall is a different job entirely, with several times the material and a footing sized for several times the load. Most estimates conflate the two and come out badly wrong in one direction or the other.

Four feet is the line

Under about 4 ft, a straightforward garden or stem wall is normally within prescriptive rules a homeowner can build to. Over it — and universally if it retains soil — most jurisdictions want an engineered design and a permit.

The reason is that soil pushes sideways with a force that grows with the square of the height. Double the wall height and the overturning force roughly quadruples. Walls sized by rule of thumb do not fail by crushing; they tip over.

Drainage is not optional behind a retaining wall

Gravel backfill, a perforated pipe at the base, weep holes through the wall. Water pressure behind a wall is a larger force than the soil itself, and saturated backfill is what actually pushes walls over.

The footing decides the lifespan

Twice the wall thickness, at least 8″ deep, below the frost line, on undisturbed soil. Block laid on a footing that heaves cracks along the mortar joints, and there is no repair short of taking it down.

1 article

Block wall materials for 52 ft at 7 courses, rebar every 32″

Blocks needed
2878×8×16 blocks
52 ft long × 7 courses (4.67 ft) — 243 ft² of wall, 5% breakage included
Elevation52 ft7 courses · 4.67 ft287 blocks · 9 bags mortar · 21 vertical bars
Blocks (with 5% breakage)287blocks
Blocks (exact)1.125 per ft² including joints273blocks
Wall area52 ft × 4.67 ft243ft²
Wall height7 courses at 8″4.67ft
Mortar (Type S, 70 lb)3 bags per 100 blocks at ⅜″ joints9bags
Masonry sandif mixing from bagged cement and lime instead1.2yd³
Vertical rebar (#4 @ 32″)130 linear ft including 18″ into the footing21bars
Grout for filled cells64 × 80 lb bags — only the cells with steel in them38.2ft³
Footing16″ × 8″ × 52 ft — twice the wall thickness1.71yd³
Engineering4.67 ft is over the 4 ft thresholdRequired

Notes

  • 1.125 blocks per square foot is the number, and it already includes the ⅜″ mortar joints. A "8×8×16" block is 7⅝ × 7⅝ × 15⅝ actual — the missing ⅜″ is the joint, which is why nominal dimensions divide so cleanly into wall areas.
  • Grout goes only in the cells that have steel in them — 21 cells here, 38.2 ft³. Solid-grouting the whole wall is a different job with several times the material and a footing sized for several times the load.
  • At 4.67 ft this is past the point where most jurisdictions want an engineered design and a permit — universally so if it retains soil. Soil pushes sideways with a force that grows with the square of the height, and a wall sized by rule of thumb fails by overturning, not by crushing.
  • The footing decides whether the wall lasts. 16″ × 8″ is the usual rule of twice the wall thickness, below the frost line, on undisturbed soil. Block laid on a footing that heaves cracks along the mortar joints, and there is no repair short of rebuilding.
  • Drainage behind any wall holding back soil is not optional: gravel backfill, a perforated pipe at the base and weep holes. Water pressure behind a wall is a larger force than the soil itself, and it is what actually pushes walls over.

Block wall materials

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