Brick Calculator
Enter the wall size and pick your brick: you get the brick count with a waste allowance, the mortar volume, and the sand it takes. Counts and mortar quantities come from Table 4 of the Brick Industry Association's Technical Notes 10 — the reference American masons estimate from.
Results are estimates for planning purposes. Verify with your supplier, engineer, or a qualified professional before ordering material or performing work.
Brick per 100 square feet and mortar per 1,000 brick
| Brick | Specified size (W × H × L) | Brick per 100 ft² | Mortar per 1,000 brick, 3/8 in joint | 1/2 in joint |
|---|---|---|---|---|
| Modular | 3⅝ × 2¼ × 7⅝ in | 675 | 8.1 ft³ | 10.3 ft³ |
| Standard | 3⅝ × 2¼ × 8 in | 655 | 14.5 ft³ | 17.8 ft³ |
| Engineer Modular | 3⅝ × 2¹³⁄₁₆ × 7⅝ in | 563 | 8.5 ft³ | 10.8 ft³ |
| Queen | 2¾ × 2¾ × 7⅝ in | 550 | 12.2 ft³ | 13.5 ft³ |
| King | 2¾ × 2⅝ × 9⅝ in | 455 | 14.2 ft³ | 16.0 ft³ |
| Closure Modular | 3⅝ × 3⅝ × 7⅝ in | 450 | 9.1 ft³ | 11.6 ft³ |
| Norman | 3⅝ × 2¼ × 11⅝ in | 450 | 11.2 ft³ | 14.3 ft³ |
| Utility | 3⅝ × 3⅝ × 11⅝ in | 300 | 12.3 ft³ | 15.7 ft³ |
| Meridian | 3⅝ × 3⅝ × 15⅝ in | 225 | 15.4 ft³ | 19.7 ft³ |
BIA Technical Notes 10 Table 4. Brick counts do not change with joint thickness because modular sizing already accounts for the joint; mortar volumes do. The volumes are the theoretical mortar in the wall for fully bedded solid units, before waste — BIA's own instruction is to add 15 to 25%. Roman, Engineer Norman, Engineer Standard and Closure Standard are in the selector above with their published values.
Bags of mortar: read the bag, not a rule of thumb
This calculator gives you mortar as a volume, because that is what the industry tables actually publish. The published bag figures rest on different mixes and different bases, and they do not agree:
- QUIKRETE's Mason Mix data sheet: 37 standard bricks per 80 lb bag of preblended Type S mortar.
- The mason's rule of thumb quoted by BIA: 8 bags of masonry cement per 1,000 modular brick — which BIA itself calls "a very rough estimate" that "includes an unspecified amount of waste". Masonry cement is mixed with sand on site, so a bag of it makes far more mortar than a bag of preblended mix.
Divide your mortar volume by the yield printed on the product you are buying, and buy a bag or two more than the math says. For concrete block, the published yields are per unit rather than per volume — that is what the concrete block calculator and the mortar calculator use.
What the tables assume
- Nominal, specified, actual. A modular brick is nominally 4 × 2⅔ × 8 in, specified 3⅝ × 2¼ × 7⅝ in, and the brick that comes off the truck is within a tolerance of that. Order and specify by the specified dimensions: BIA warns that brick names vary from manufacturer to manufacturer.
- Running bond unless you say otherwise. Table 4 assumes running or stack bond. Header courses add brick and mortar, and BIA's corrections only apply to brick whose length is twice its depth and two and a half to three times its height.
- Collar joints are extra. A solidly filled vertical joint between two wythes takes another 3.13 ft³ of mortar per 100 ft² at 3/8 in, 4.17 ft³ at 1/2 in (BIA Table 5). It is not in the result above.
- Hollow brick. In veneer laid in a full bed, mortar use is effectively the same as solid brick. With face shell bedding, BIA allows cutting the mortar estimate by the void percentage, typically 25 to 35%.
- Partial brick counts. BIA's guidance for layout: include the cut brick needed to keep the bond at corners and openings — they are brick you paid for.
How it's calculated
- Net wall area
A (ft²) = length (ft) × height (ft) − openings (ft²)- Net brick count
brick = A / 100 × (brick per 100 ft²) × (1 + bond correction)Brick per 100 ft² from BIA Technical Notes 10 Table 4: 675 modular, 655 standard, 550 queen, 455 king, 450 norman and closure modular, 300 utility, 225 meridian. Bond corrections from Table 6 are a net increase: 1/5 for common bond with headers every fifth course, 1/2 for English bond, 1/3 for Flemish.- Brick to order
order = ceiling( net brick × (1 + brick waste % / 100) )BIA: as a general rule add at least 5% for breakage and waste; particular job conditions may warrant more.- Mortar volume
mortar (ft³) = net brick / 1000 × (ft³ per 1000 brick) × (1 + mortar bond correction) × (1 + mortar waste % / 100)Cubic feet per 1,000 brick from BIA Table 4 — 8.1 for modular at a 3/8 in joint, 10.3 at 1/2 in, 14.5 for standard at 3/8 in. These are theoretical volumes of mortar in the wall for fully bedded solid units, before waste; BIA's mortar bond corrections are 1/15 for common bond every fifth course, 1/6 for English, 1/9 for Flemish.- Sand
sand (ft³) ≈ mortar (ft³) ; 1 ton damp loose sand = 25 ft³BIA's rule of thumb: 1 cubic foot of loose, damp sand yields about 1 cubic foot of mortar. The ton-to-volume conversion is NCMA's.- Collar joint (multi-wythe)
collar mortar (ft³ per 100 ft²) = 2.08 at 1/4 in, 3.13 at 3/8 in, 4.17 at 1/2 in, 6.25 at 3/4 inBIA Table 5, for a vertical joint between wythes designed to be filled solid. Not included in the result above.
Frequently asked questions
Sources & references
- Brick Industry Association — Technical Notes 10, Dimensioning and Estimating Brick Masonry (February 2009): brick sizes (Tables 1-2), quantity estimates (Table 4), collar joints (Table 5), bond pattern corrections (Table 6), waste allowances
- QUIKRETE Mason Mix (Type S Mortar) No. 1136 — product data sheet, revised November 2020: 37 standard bricks per 80 lb bag, 5 qt of water per bag, ASTM C270 and C1714 Type S
- NCMA TEK 4-2A — Estimating Concrete Masonry Materials (2004): sand conversion (1 ton damp loose sand = 25 ft³) and mortar batch yields
Content checked against these sources — last reviewed August 29, 2026.