Block count
Use net wall area after openings. The default 8x8x16 in CMU needs about 112.5 blocks per 100 sq ft before waste.
Estimate concrete masonry units (CMU), mortar, optional grout/core fill, vertical rebar, horizontal bond beam bars, bag counts, waste, and material cost from wall dimensions.
The calculator treats each CMU as a modular face unit. For the common 8x8x16 block, one block covers
16 in x 8 in = 128 in2, or 0.8889 sq ft, before waste. Actual US block dimensions
are set 3/8 in smaller than nominal dimensions to allow a typical mortar joint.
Mortar and grout are estimates. Face-shell bedding, web bedding, block shape, lintel units, bond beam units, slump, consolidation, waste, and workmanship can move the real quantity. Check bag labels for yield before ordering.
Use net wall area after openings. The default 8x8x16 in CMU needs about 112.5 blocks per 100 sq ft before waste.
The tool estimates joint volume from modular geometry. Add extra for rough work, thicker joints, corners, pilasters, and broken units.
Use vertical-cell fill for rebar locations, all-cell fill for fully grouted walls, and no fill for ungrouted planning.
Rebar length is a takeoff estimate only. Structural spacing, lap length, hooks, dowels, and bond beam details must come from the plans.
A 40 ft by 8 ft wall has 320 sq ft of gross area. With 8x8x16 blocks, no openings, and 5% waste, the calculator estimates 378 blocks. With vertical bars at 48 in on center, it estimates 11 vertical bars before any project-specific detailing adjustments.
One nominal 8x8x16 block covers 0.8889 sq ft, so the base count is 1.125 blocks per sq ft before waste and opening deductions.
Use nominal dimensions for face coverage because the nominal module includes the mortar joint. Actual dimensions are useful for mortar and grout approximations.
It includes horizontal rebar length and an approximate grout volume for bond beam courses. It does not add special block shapes, lintels, knock-out units, anchors, or control joint materials.
Use it only for preliminary material quantities. Retaining walls need design checks for soil pressure, drainage, footing size, sliding, overturning, and reinforcement.
Partial bags are not usually orderable, and real jobs lose material to mixing, consolidation, spillage, and uneven units. The calculator rounds bag counts up.