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Block wall materials for 56 ft at 10 courses, rebar every 24″

Blocks needed
4418×8×16 blocks
56 ft long × 10 courses (6.67 ft) — 373 ft² of wall, 5% breakage included
Elevation56 ft10 courses · 6.67 ft441 blocks · 13 bags mortar · 29 vertical bars
Blocks (with 5% breakage)441blocks
Blocks (exact)1.125 per ft² including joints420blocks
Wall area56 ft × 6.67 ft373ft²
Wall height10 courses at 8″6.67ft
Mortar (Type S, 70 lb)3 bags per 100 blocks at ⅜″ joints13bags
Masonry sandif mixing from bagged cement and lime instead1.73yd³
Vertical rebar (#4 @ 24″)237 linear ft including 18″ into the footing29bars
Grout for filled cells126 × 80 lb bags — only the cells with steel in them75.4ft³
Footing16″ × 8″ × 56 ft — twice the wall thickness1.84yd³
Engineering6.67 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 — 29 cells here, 75.4 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 6.67 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.

Blocks

56 ft × 10 courses is 6.67 ft high and 373 ft² of wall — 441 blocks with 5% for breakage and cuts.

The number to remember is 1.125 blocks per square foot, and it already includes the ⅜″ mortar joints. A block sold as 8×8×16 actually measures 7⅝ × 7⅝ × 15⅝; the missing ⅜″ is the joint, which is why nominal sizes divide so neatly into wall areas.

Mortar

13 bags of Type S at ⅜″ joints, or 1.73 yd³ of masonry sand if you are mixing from cement and lime instead.

Steel and grout

29 vertical bars, 237 linear ft including 18″ of anchorage into the footing, and 75.4 ft³ of grout — 126 bags.

Grout goes only in the cells that have steel in them. Solid-grouting the whole wall is a different job with several times the material and a footing sized for several times the load.

The footing decides whether it lasts

1.84 yd³ at 16″ × 8″, 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.

Before you start

Anything over 4 ft, and anything at all that retains soil, needs an engineered design and a permit almost everywhere. Soil pushes sideways with a force that grows with the square of the height, and walls sized by rule of thumb fail by tipping over rather than by crushing.

Drainage behind a retaining wall is not optional either: gravel backfill, perforated pipe at the base, weep holes. Water pressure behind a wall is a bigger force than the soil, and it is what actually pushes walls over.

Nearby sizes

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