CMU Grout Fill Calculator 🔩

Estimate the cubic yards of grout required to fill the block cores for reinforcement.

Total horizontal run of the block wall

Total height of the block wall

Total vertical height to be grouted (e.g., 96 inches for an 8 ft wall)

Why Grout CMU Cores?

**Grout filling** the cores of a Concrete Masonry Unit (CMU) wall is essential for structural integrity, particularly in load-bearing walls, tall walls, or in areas with high wind or seismic activity. The grout locks the reinforcing steel (rebar) into the blockwork, transforming the wall from a simple stack of blocks into a unified, reinforced concrete structure.

Grout Volume Calculation Principle

The volume of grout is calculated based on the area of the wall and a constant derived from the internal volume of the block cores. $$\text{Volume per Sq. Ft. of 8" Wall} \approx 0.014 \text{ ft}^3$$ $$\text{Volume (ft}^3) = \text{Wall Area (ft}^2) \times 0.014 \times \frac{\text{Fill Height (in)}}{8 \text{ (in)}}$$ $$\text{Volume (yd}^3) = \frac{\text{Volume (ft}^3)}{\text{27}}$$ The constant **0.014 ft$^3$/sq. ft.** is the standard consumption rate for fully filling the cores of a standard 8-inch CMU. This calculator scales that volume based on the required fill height.

Key Grouting Considerations

Grout Material and Mix

  • **Fluidity:** Grout must be highly fluid (high slump) to flow around the rebar and fill all voids completely.
  • **Aggregate Size:** Fine grout (small aggregate) is used for narrow cores; coarse grout (larger aggregate) for wider cores.
  • **Lift Height:** Grout is typically poured in "lifts" of no more than 4-5 feet at a time to prevent blowouts and ensure proper consolidation.

Cleanouts and Inspection

  • **Cleanouts:** The bottom block of each grouted cell must have a cleanout opening to remove debris before the final pour.
  • **Reinforcement:** All grouted cores must contain **vertical rebar** (steel reinforcement) as specified by the engineer.
  • **Consolidation:** The grout must be consolidated (vibrated) after pouring to eliminate air pockets and ensure a dense fill.

Engineer's Instruction is Paramount:

Never assume which cores need to be grouted. Your project's structural drawings will specify if cores should be **fully grouted** (all cores filled), **partially grouted** (specific cells filled, usually those with rebar), or left empty. Always follow the engineer's plan.